SWA000162_Approved Plans_20220928

N SITE DATA TABLE
CURVE TABLE
N/F GENERAL INFORMATION
PARCEL ID: R01900-001-011-000 CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA A PROPERTY OWNER: RMP SIDBURY ROAD LLC
HARBOWY HELEN C ETAL N/F PARCEL ID: R01200-002-003-000 C20 139.14' 24.73' 12.40' S70°55'52"W 24.70' 10°10'59" PARCEL ID: R01900-002-004-000, R01900-002-009-000
N/F ZONING: R-15 SIDEBURY LAND &TIMBER LLC CURRENTZONING: R15
PARCEL ID: R01900-001-010-003 C19 470.00' 11.46' 5.73' N36°15'56"E 11.46' 1°23'49"
ZONING: R-15 TOTAL ACREAGE: 75.09 AC(3,270,903 SF)
COHAN JASON ERIN C18 420.00, 433.21' 238.10' N66°30'47"E 414.26' 59°05'54"
ZONING: R-15 � PROPOSED USE: PERFORMANCE RESIDENTIAL
C14 100.00, 18.03' 9.04' N70°29'18"E 18.00' 10°19'46"
l ADDRESS: 6010 SIDBURY RD;6220 SIDBURY RD
N/F y C15 365.00' 573.34' 365.00' S38°56'16"E 516.19' 90°00'00" PROJECT SITE
PARCEL ID: R01900-001-010-002 y� BUILDING SETBACKS REQUIRED PROPOSED
(4� COHAN JASON ERIN v' PROPERTY PERIPHERY 20' 20'
ZONING: R-15 -�.-� ���
50' DRAINAGE EASEMEN ,i' DETACHED SINGLE FAMILY
10'SEPARATION 10'SEPARATION
N/F "'�I / "'� W S�pg�l S'/� DWELLING UNITS
PARCEL ID: R01900-001-010-004 ;
NORRIS DON W FRANCES M '� n AREA CALCULATIONS
® � 20' PERIPHERY ,-�- -!: ,, -'' .
ZONING: R-15 SETBACK (TYP.) �
• � Z Y `. RESIDENTIAL USE 75.09 ACRES(3,270,903 SF)
_ _.�
N/F �� 1�`• '- ✓ -- f'- ' �; I-140 TOTAL SITE ACREAGE 75.09 ACRES
Ir
PARCEL ID: R01900-001-010-005 'Q '�' / �- '� / - v P
1 -�- - '�� 8�' �`! . . . /r. � �� "� '��' '-�-' � M � PROPOSED UNITS 222 DU
NORRIS DON W FRANCES M - 4o^EJ T l '` _ TY
PHASE LINE (TYP.) i --''�' - M5°5�' �. . '.' . .
ZONING: R-15 �� � , . _. . ��. /. . .ii AMENITY-
. . . . . .
+ PROPOSED DENSITY 2.96 DU/ACRE
�•(n� �,/-•- _ \�� l C . . . ' �. , '� POND 9 �t. �'
\ f REQUIRED PROVIDED
PARCEL ID: R01900-001-010-006 _�' ,N + + + ;, 16. AL
�- / J 1 '+ + } �',+ . . '.'. . , .�.:�.. `` ,ROLo� �i. - 79 ACRES TOT
\ . . . ' SIDBURY STATION
STEED PERRY C ELIZABETH -- '" '+ + + "+--+ + + :..•� • s �:' ' . \ So8°22'48"E 70.84 . , t731,664 SF
_i' / - " + + +_-+'`+ + + + + . . . .'.';�,�•"' J �. . FUTURE PHASE 3 OPEN SPACE REQUIREMENT 6.66 ACRES TOTAL
ZONING: R-15 ,i' ✓ -� .• " + + _#--' + + + + - - . . .. . . . ,
. . ./� • . \� .03 AC*222 DU=6.66 ACRES t9.67 ACRES
�-I- .--- .--' ,•----' .--' .-�. � ' s \ 471` S03°12'34"W 6 OPEN SPACE 5 °/+ 1( l ACTIVE - 0 0,3.33 3.33 ACRES(ACTIVE) t421,382 SF
-�- - .- .� . . i. \ . ACRES (ACTIVE)
VICINITY M A P
- --: -, - -�'; 472 PASSIVE OPEN SPACE=50%, 3.33 3.33 ACRES
' / J + ' 473 474
- - _ _1 •�, 475" ACRES (PASSIVE) t7.12 ACRES
266 ++} �` �\�\� _ NOT TO SCALE V ±310,282 SF
l__1 °04'30"W 70.00'-
do
+ '� - -- - (PASSIVE)
- -
l267 + +� _1 _� S CM 466 1 ---__- _ 34'-
.}# ._, -� ✓ POND-V /-'` r`--/ /--/ i----' ' - _ aoAON ___-_--
1
PROPOSED UNITS
i
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4
`.;_ TOWNHOMES SINGLE FAMILY
+�. -. . + 464 I 1 J f PHASE (30'x 120') (60'x 120')
- - V 1
rDRAINAGE EASEMEN + + I 1 :�:_.�.;_ -- \ c
/ z
50 ^ -
/ 26$. } --% .._d� .-._� r_✓ ,..__! , i ,.._.. . ..� ,�+t 1 I I. ^J ',-.:- ....-,- -• •- .. .� _-i r'---' - r- ,-.. '�.. 7c5
V
+ �'�---..:.�� ,- ,- /-- .-- r ,- -. + 463 I � r ,--- r- .� ,--- ,-J ,---- ,-- .���+,� .-� .--� � � TOTAL UNITS
>~ --' I 1 I ." M /�.` WATERS OF THE US (TYP) - TOTAL BEDROOM 59 163
._-•-',ra- / ' / ` \ �, + + -f'-+• -b�•_9'_--�•-+t..�.`.�'r.['..-�.-s .+t ' ' F .i •,-.-_._..r .� ;---' �--�-` .---� t-� �' ,,�--•-� �-� r-' r--�-� r-J �
" �•C1 / 269 _�_+ + + +- +--+•�.._ + + + +• ____ C� :-_s _� _._ PO D 7, IMPACTS TO BE PERMITTED OOM COUNT(3 PER UNIT) 666
SIDBURY STATION PHASE 1 ` 1 , �� / N22°01'14"W 50.04. + + + + + + + -+ *- +_t_+ + + +-+-Y-+. + ..+ I -� �� _e
PREVIOUSLY PERMITTED + + t t + t t - + + +- I 1 .� ��
- S75°39'11"W 20.00' 270 + + + + + +
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+ + + +
STRUCTURE AREAS
-
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/ ® ® + I I - ---__ _ _L` RIGHT OF WAY
r + + .,.. .
" N75°39'11"E 45.00'
+ + - - - t 461 I I I® • • 7 }+}+ -� - --- J.0 I PROPOSED WIDTH 50'
N14°20'49 W 160.00' + + 275 i� �� - 456 4yj 454 + + -- _.
+ + �- 83° 6 - + + 53 452 1 , PROPOSED AREA 12.37 ACRES(539,932 SF)
++++ 274 G1 i - 76.64 - - - _ _ - _ - 450 449 448 447 50'
+ 45
++ + ,
++++ 273 DRAINAGE EASEMENT NOTES:
N29 50'50 W 38.15 - `j46 I I N
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Gc' / N06°03'44"E 120.00' I I _ RPFlDE _ - = co THERE ARE NO WETLANDS LOCATED WITHIN THE STORMWATER
+ j' / j' j I I I� I I 1431 432 }+ I PROJECT BOUNDARY. THERE ARE NO SURFACE WATERS MEETING
I \ I 433 434 435 t+++ - - --_, THE CRITERIA DEFINED BY 15A NCAC 02H .1019 (6)(b)WITHIN THE
RMP SIDBURY ROAD LLC _ 9�63` '/ I 1 I 436 437 t++++ 438 o STORMWATER PROJECT BOUNDARY. THIS IS BASED UPON THE
f N83°56'16"W 70.00, 439 440.: ISSUED FOR
DEED BOOK 5617 PAGE \ 53°02'1o°w 50.00' �\, N06°03'44°E 120.00'' 286 I I I 44 I I RMP SIDBURY ROAD LLC (PHASES 1 JURISDICTIONAL
FOR THIS RPRIOJECOTNSAW-2019 02224E ENTIRE TRACT
I I 442 ,:� �5�, - I I 430 HASE 2 DEED BOOK 5617 PAGE
- .� � .' � • I � 429 I I
MAP BOOK 15 PAGE 27 287 428 427
I I \ \ �® �/ ', \ 426 425 424 + + I _ 442 SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
�-
L _ - /i�/ % N83°5616 W 120.00 I , _ _ - + + +� 423 422 i MAP BOOK 20 PAGE 89 ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
-----___-� _ - - �) � � 'i �'- N06°03'44"E 45,44' •'- __-:�_- -+. +
I ___�` I'>}£ �_ 7 ® �_ --=f�_ - • . li, TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120'AT STREET
I S83 56 16 E 120.00 S38°56'15"E 25.46'
CORNERS.
- ----
I 0'PR ry 289 I I I I - - - OWN, AND MAINTAIN STREET LIGHTING
�--. 50 A AGE EASEME I
1 - ._ S06°03'41"W 50.00'
DUKE ENERGY TO DESIGN,
19 -_ IN ACCORDANCE WITH THE NEW HANOVER COUNTY SUBDIVISION
II I I 41 ® '4415 S51°03'44"W 25.46' ORDINANCE, SECTION 52-9.
0 290 ._..
I I I E 120.00' 1
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
I t�l III I I __ If%� 29 III ` 34g I , I DRAINAGE AND/OR UTILITY
341 , 407 + ` + I 30 DRAINAGE EASEMENT EASEMENT.
350 I 1406 • ++�' `t-��;+ +t+}1 OPEN SPACE LEGEND:
{ � 16"I I%� S83°56' E 360.00' z 292 Ii I 340 1 a r- ® 351 , �,� ,---- f--- �+ W 395 I '+'+'+'+'+ +'+'
j _r re _� I 405 _� I ;. .i+' ++++'.*+t++ ACTIVE RECREATION SPACE
co ',`, S06°03'44"W 120 00' 352 +:L \+ • 394
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TRANSPORTATION CO 1 + + + +-"' + 6 + +
1 + + + + - - + 369 '
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- 36 3731 I S52141'56"W 24.76'
1
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X 1 = 20' PERIPHERY
L1.. N/F SETBACK (TYP.) - - - - _
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2 G-002 GENERAL NOTES
2 f, nn 2 n/ A r-%%AI A XI 11 n f Cfj rlP�n TI/11.lei
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N 8 CX-101 TREE REMOVAL PLAN
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NOT TO SCALE
10 CE-101 ENLARGED PH-1 EROSION CONTROL
11 CE-102 ENLARGED PH-1 EROSION CONTROL
�0 Z 12 CE-103 ENLARGED PH-1 EROSION CONTROL
PEP
13 CE-104 ENLARGED PH-1 EROSION CONTROL
�� 14 CE-105 ENLARGED PH-1 EROSION CONTROL
COUNTY AND AGENCY CONTACTS v ��. 14.1 CE-200 OVERALL EROSION CONTROL PLAN PHASE 2
N _ 15 CE-106 ENLARGED PH-2 EROSION CONTROL
16 CE-107 ENLARGED PH-2 EROSION CONTROL
A. New Hanover County Planning 17 CE-108 ENLARGED PH-2 EROSION CONTROL
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Planning and Land Use 18 CE-109 ENLARGED PH-2 EROSION CONTROL
230 Government Center Drive Suite 110
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59 CE-501 EROSION CONTROL DETAILS
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CONSTRUCTION NOTES UTILITY NOTES EROSION CONTROL MAINTENANCE PLAN: CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
EXCAVATION, GRADING, AND BACKFILLING NOTES 1. SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND TO CONSTRUCTION OF WATER AND SEWER LINES. 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED,AS NECESSARY,EVERY 1. THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR TO
SPECIFICATIONS. 1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE COMPACTED TO SEVEN(7)DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF(0.5)INCH OR GREATER RAINFALL. SCHEDULING THE PRE-CONSTRUCTION MEETING.
NINETY-FIVE(95)PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT,AS DETERMINED BY THE
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE
2. WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET RIGHT-OF-WAY. 2 ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION 2. SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340.
ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE,
SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT,SPONGY, THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH
PARTIES PRIOR TO CONSTRUCTION. 3. THIS PROJECT SHALL COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS.THESE SUBMITTALS ARE PROJECT-SPECIFIC,AND MUST INCLUDE OR
OR IN ANY OTHER WAY UNSUITABLE,THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. METER(S)CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THE"FINAL ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
3. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAGMEN,ETC.AS NECESSARY TO ENSURE SAFETY TO SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND APPROVAL". AND/OR OFFSITE SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT.THE SUBMITTAL APPROVAL PROCESS IS
THE PUBLIC. REPLACED WITH A MINIMUM OF SIX(6)INCHES OF STONE,OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. GENERALLY AS FOLLOWS:
INSTALLATIONS,EARTH FILL SHALL BE SOLIDLY TAMPED 4. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL
2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER NS W PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USCFCCCHR OR 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP.THE MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS.
4. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS, HAVE A BACKFLOW
TELEPHONE LINES AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE(1)FOOT ABOVE THE TOP S. THE PIPE. CARE SHALL N TAKEN L ASSE. SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DRAWINGS,
SURFACE OF TH
E GROUND.THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CFPUA TECHNICAL SPECIFICATIONS AND DETAILS,AND FORWARDS TO THE DEVELOPER'S ENGINEER-OF-RECORD
COMPLETENESS OF SAID INFORMATION,AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES 5. BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES(RPDA)AND DOMESTIC 4. ALL AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO SPECIFICATIONS IN WHEN
CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION DO NOT OCCUR. SERVICE(RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW PREVENTER WILL THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,DENSE VEGETATIVE COVER.
HE DOES SO AT HIS OWN RISK.THE GIVING OF THE BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE,STAMPS AND SIGNS THE SUBMITTAL,AND FORWARDS
PHASES.IF THE CONTRACTOR RELIES ON SAID INFORMATION, G SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE 5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT 3. THE MATERIAL FOR BACKFILLIN CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES.
AND PROTECT ALL PIPES,CONDUITS,TELEPHONE LINES,AND OTHER STRUCTURES, WHE
THER ABOVE OR BELOW GRADE. PLACING ANY BACKFILL,ALL RUBBISH,FORM,BLOCKS,WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED SEDIMENT IS TRACKED ON TO THE PAVEMENT.STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF SUBMITTAL IS NOT IN COMPLIANCE,THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND
FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX(6)INCHES THICK AND 5.1. REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE #4 STONE TO MAINTAIN 6 INCH DEPTH.THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS RESUBMISSION AS NOTED ABOVE.
5. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES,IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE(95)PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY REQUIRED.
THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE.THE LAST 12 INCHES 5.2. REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER ON CFPUA'S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER'S ENGINEER-OF-RECORD,
6. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES TEST OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX(6)INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF THE FIRE SERVICE. 6. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(4 INCH OR GREATER) VERIFIES COMPLIANCE,AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT
NECESSARY,SHALL BE COORDINATED WITH THE OWNER. NINETY-EIGHT(98)PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION RAINFALL EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,LIMBS,OR OTHER DEBRIS THAT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE,THE SUBMITTAL WILL BE
PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION,IF TEST.
6. IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION A NOTED ABOVE.
7. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,PROJECT SPECIFICATIONS,AND SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE(RPZ)BACKFLOW PREVENTION DEVICE ON THE DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.CORRECT ALL DAMAGE IMMEDIATELY.
LOCAL BUILDING CODES. STORM DRAINAGE AND GRADING NOTES DEVELOPER'S SIDE OF THE WATER METER BOX. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,INSTALLING 3. ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED TO
A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE CFPUA CONSTRUCTION MANAGER.THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF.THE ENGINEER,
AND STABILIZED WITH TOPSOIL, 7. WATER: 1.5"AND 2"PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS,GASKETED PIPE,SDR THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED,NEEDS TO BE REVISED AND RESUBMITTED
8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE A REQUIREMENTS,STORMWATER GE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. OR REJECTED.ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR
SEED,AND MULCH.IF SETTLEMENT OCCURS,TOPSOIL SEEDING AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT 1. IN ACCORDANCE WITH NC GENERAL STATUTES,NPDES REGULATIONS,AND NCDENR ALL BE PER 21.4"-12"PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC,CL235(DR-18). THROUGH THE STONE CHECK DAM,AND PREVENT LARGE L
SUBSIDES.(SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) DISCHARGE OUTFACES SHALL BE INSPECTED BY THE CONTRACTOR.INSPECTIONS SHALL BE PERFORMED BY THE REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER.THE FPUA IN
CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER,WITH ONE WEEKLY INSPECTION MINIMUM. CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
9. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36"COV
ER OVER THE PIPES BELOW PROPOSED GRADE NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, B. SANITARY SEWER:FOR PIPE SIZES 4"AND 6"PIPE SHALL BE SCH 40 CONFORMING TO THE REQUIREMENTS 7. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2"OR GREATER)
UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE
BY THE ENGINEER. ARCHITECT,AND ENGINEER,BY THE CONTRACTOR. OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672.FOR PIPE SIZES 8"THROUGH RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL 4. THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE
12",PIPE SHALL BE CLASS 150,DR18 CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.PLACE REMOVED SEDIMENT IN AN AREA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS,DETAILS,AND/OR APPROVED SUBMITTAL.
10. ALL WATER VALVES,BOXES,AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE. 2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL.DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED E ",PIPE ERI L PUSH-ON JOINTS CONFORMING TO ASTM THE
REQUIREMENTS
ASTM TS OF WITH SEDIMENT CONTROLS. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY
CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM UNAPPROVED MATERIAL,AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS,BOTH TEMPORARY AND PERMANENT. PIPES. 9. WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S CERTIFICATION 8. CHECK THE SEDIMENT BASIN EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE
AND AS BUILTS ARE RECEIVED AND"FINAL APPROVAL"ISSUED BY PUBLIC WATER SUPPLY SECTION OF EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY.REMOVE ALL TRASH 5. CONTRACTOR SHALL GIVE TWO(2)BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO NCDENR AND"FINAL ENGINEERING CERTIFICATION"ISSUED BY DIVISION OF WATER QUALITY OF NCDENR. AND OTHER DEBRIS FROM THE RISER AND POOL AREA. INSPECTOR FOR EACH OF THE FOLLOWING:
ANY DISCREPANCIES SHALL Be BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE 10. WATERLINE TRACER WIRE:SEE CFPUA DETAIL WD-17. 9. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(0.5"OR GREATER)RAINFALL EVENT.CLEAR OPERATING A CFPUA VALVE(INCLUDES TAPPING VALVES)
DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. - WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
13. ANY PROPERTY LINE MONUMENTATION DISTURBED DUR - LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
CONTRACTOR'S EXPENSE. 11. SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.REPLACE STONE AS
BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 4. UNLESS OTHERWISE NOTED,GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR BUILDING PLANS. _ CORING ANY MANHOLES
PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED. 10. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS CONNECTING TO AN EXISTING SEWER FORCE MAINS
PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR 12. MAXIMUM BENDING RADIUS FOR 8"C-900 PVC WATER MAIN BENDS IS 380'(ONE-HALF MANUFACTURER'S IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.SHOULD THE FABRIC OF A BAFFLE COLLAPSE, _ CONNECTING ONTO EXISTING WATER LINES
15. FIRE HYDRANTS SHALL BE
SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS. 5. COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED.NOTE ON PLANS. RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT ANY BORES AND THREADING CARRIER PIPE
REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE ALL CAMERA WORK,TESTING,CHLORINATION AND WATER SAMPLING
16. ALL SELECT AND BORROW MATERIAL SH
ALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH 6. CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF CATCH 13. UNDERGROUND UTILITIES:ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT.SEDIMENT - ALL TESTING
CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.SEE BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED. PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER.UNDERGROUND DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.AFTER THE CONTRIBUTING DRAINAGE
SECTION FOR PLACEMENT AND COMPACTION INFORMATION. TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING THE SUBJECT SITE AREAS HAS BEEN PROPERLY STABILIZED,REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
SHALL BE INSTALLED BY THE DEVELOPER. BRING THE AREA TO GRADE,AND STABILIZE IT. CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE:
17. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND MATERIALS AND EASEMENT NOTES:
AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION.IF DAMAGE OCCURS TO THESE PIPE?-DURING 14. MINIMUM OF 36"COVERAGE ABOVE ALL WATERMAINS. 11. INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY
CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING;IF 1. ALL STRUCTURES,PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS
1. ALL CATCH BASINS ARE NCDOT STD 840.02,840.03 15. MINIMUM OF 36"VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS CLOGGED,REMOVE THE DEBRIS. SPECIFIED IN THE CFPUA SPECIFICATIONS T ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY
THE CFPUA INSPECTOR.ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR.THE
18. EXISTING PAVING,CONCRETE,AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE CONTRACTOR IS TO GIVE TWO(2)BUSINESS DAYS NOTIFICATION FOR SCHEDULING,TO THE ASSIGNED CFPUA
USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE.THE 2. ALL DROP INLETS ARE NCDOT STD 840.14,840.16 16. A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY(DWQ) 12. INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. REQUIREMENT. REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS INSPECTOR FOR ALL TESTING.
3. ALL STORM DRAINAGE PIPING TO BE HP STORM OR HDPE,UNLESS OTHERWISE NOTED AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,REMOVE
19. ALL TREES,STUMPS,ROOT MAT,ETC.SHA
LL BE ENTIRELY REMOVED REGARDLESS OF DEPTH,BURIAL OF ORGANIC 17. PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS AND THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 2. ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE APPROPRIATE
OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT 4. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED SPECIFICATIONS. CFPUA SPECIFICATION.THESE PIPE LINES SHALL BE TESTED TO 150 PSI FORA PERIOD OF TWO(2)HOURS.IF THE
MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED.
PERMITTED.CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY 13. INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER)RAIN FALL EVENT AND PRESSURE DROPS MORE THAN THREE(3)PSI,THE TEST FAILS.REFER TO THE APPROPRIATE CFPUA SPECIFICATION
RELATION OF WATER MAINS TO SANITARY SEWERS: REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE FOR MORE INFORMATION ON THE PROCEDURE.
20. THE CONTRACTOR IS SOLELY RESPONSI
BLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR 5. ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC,UNLESS OTHERWISE NOTED AND MEET CAPE CHANNEL WHEN NEEDED.CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE CHECK
SUBMITTED TO THE ENGINEER AND APPLICABLE FEAR PUBLIC UTILITY SPECIFICATIONS 1. LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS:WATER MAINS SHALL BE LAID AT LEAST 10 DAM/WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION 3. ALL WATER MAINS AND SERVICES MUST BE FLUSHED,CHLORINATED AND SAMPLED IN ACCORDANCE
UNSUITABLE MATERIALS AS NECESSARY.OFF-SITE SPOIL AREAS MUST BE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR.NO AREAS DESIGNATED AS WETLANDS WILL BE SERVED WITHIN THE STREET RIGHT-OF-WAY.A 10' NCN-kOU', _ _-_ FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS OCCURS BETWEEN DAMS,INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER
PERMITTED FOR USE AS A DISPOSAL SITE.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO 6. A PUBLIC UTILITY EASEMENT SHALL BE RE ER! PREVENT A 10 FOOT LATERAL SEPARATION,IN WHICH CASE: NCDENR PRACTICE 6.31.REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT
WETLANDS WILL BE IMPACTED.THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS DAMAGE TO THE CHANNEL VEGETATION/LINING,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK 4. SEWER LINE SEGMENT TESTING:EACH SEWER LINE SEGMENT(THE SEWER MAIN BETWEEN MANHOLES)SHALL BE
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE
1.1, THE WATER MAIN IS LAID IN A SEPARATE TRENCH,WITH THE ELEVATION OF THE BOTTOM OF THE DAM,AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM/WADDLE.ADD STONES TO CHECK TESTED:
TIME FRAMES AND CAPACITIES REQUIRED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS,PERMITS,EROSION 7. WATER AND SANITARY SEWER UTILITIES ARE PUBLIC CAPE FEAR PUBLIC UTILITY AUTHORITY WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER,OR DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
D SEDIMENT CONTROL MEASURES, ETC.REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING 1.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT THIRTY TS DAYS AFTER INSTALLATION AND PRIOR IN FINAL ACCEPTANCE OF THE PROJECT,ALL SEWER LINE
AN SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED.THE CFPUA INSPECTOR WILL
'4 OFF-SITE SPOIL AREAS.THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN ONE SIDE ON A BENCH OF UNDISTURBED EARTH,AND ABOVE THE TOP OF THE SEWER. 14. INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS.ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE FIRE PROTECTION NOTES SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE
SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. 2. CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO IT IMMEDIATELY.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5
1, FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING. CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF FEET DEEP.THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. AS AN ALTERNATIVE MAY ACCEPT CERTIFICATION
WAITING THIRTYATION FROM A SOILL T DAYS TOFIR
PERMIT STABILIZATIONR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN
OF THE SOIL PIPE SYSTEM,THE CFPUA
DEMOLITION NOTES THE WATER MAIN IS AT LEAST 24 INCHES ABCVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL T
2 HYDRANT MUST BE WITHIN 150'OF THE FDC. CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION-IN WHICH CASE BOTH THE 15. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT(1/2 INCH OR GREATER)RAINFALL COMPACTED TO AT LEAST 95%MAXIMUM DENSITY.
D WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE,OF IF STONES HAVE BEEN
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS: THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.REPAIR OR REPLACE AFTER TWO(2)PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR.AFTER
D WITH THE 3. THE FDC MUST BE WITHIN 40'OF FIRE APPARATUS PLACEMENT. POINT OF CROSSING.
RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS.CONTROL WEED AND BRUSH GROWTH AS NEEDED. GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATE
WITH THE PROJECT SPECIFICATIONS. WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO 16. IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION, 5, VIDEO INSPECTION TESTING:THE CONTRACTOR SHALL PROVIDE A DVD(S)OF EACH SEWER LINE SEGMENT AND
PROJECT IN ACCORDANCE 3. CROSSING A
4. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROMTHE SCM, INSTALL SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS.THE DVD(S)WILL BE REVIEWED IN THE
TO
3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FOREBAY BERM,INSTALL EMERGENCY OUTFACE MEASURES,AND GENERALLY BRING THE SCM INTO ORDER THEY ARE RECEIVED.THE TYPICAL REVIEW TIME IS GENERALLY TEN(10)TO FIFTEEN(15)BUSINESS DAYS BUT
y DEMOLITION AND CONSTRUCTION ACTIVITIES,SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
FEET ON EACH SIDE OF THE POINT OF CROSSING. COMPLIANCE WITH THE PLANS,SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS. WILL DEPEND ON THE COMPLEXITY OF THE PROJECT,SIZE,QUALITY OF THE DVD(S),ETC.
4 THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION. 5. HYDRANTS MUST BE LOCATED WITHIN 8'OF THE CURB. A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY 17. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME,FOOTAGES,MANHOLE NUMBERS, AND DATES
CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION 4. CROSSING
FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE,THE SEWER MAIN/WATER MAIN SHALL BE THE FLOW AREA AND REPAIR THE DIKE.CHECK OUTLETS,AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID OF INSPECTION.
TO HAVE EXISTING UTILITIES LOCATED. 6. COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR APPROVAL. LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE GULLY FORMATION.WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED,
AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE BASED ON FIELD SURVEY OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE REMOVE THE DIKE,AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME,FOOTAGES,ADDRESS AND/OR LOT
NUMBER,AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE.
5. EXISTING UTILITIES
AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING 7. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S). HORIZONTAL,OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE LEAST 5CONSTRUCTED
RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE
THE CAMERA INSPECTION 11UST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER
CROSSING. INTRODUCED INTO THE SYSTEM TO BE TESTED.ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE
IMMEDIATELY. 8. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY NEW HANOVER COUNTY FIRE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL r_XISTING DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING.CONTACT NEW HANOVER COUNTY FIRE DEPARTMENT AT OUTLINED ABOVE.
UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED.ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC.NOT IN EROSION CONTROL NOTES
USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED.COORDINATE WITH THE OWNER. 910 7sa 742o
6. TWO(2)SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA SPECIFICATION
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY SECTION 01720 FOR REVIEW.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING 9. A MINIMUM OF S SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM UNDERGROUND UTILITIES EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
DEMOLITION.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION F
8. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN 10. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. STATE LAW AND IS SUBJECT TO A FINE.ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF MORE
ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERM T FROM NEW HANOVER
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE 11. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. COUNTY.
PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S 12 FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS. 3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT.COORDINATE INSPECTION WITH THE OWNER AND COMPLETION OF ANY PHASE OF GRADING;AND,A PERMANENT GROUND COVER FOR ALL DISTURBED
ENGINEER PRIOR TO PROJECT CLOSEOUT. AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED TREE PROTECTION NOTES
INSPECTIONS ON THE PROJECT. 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NEW HANOVER COUNTY.
10. WETLANDS DO EXIST ON SITE.WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. 1 PRIOR TO ANY CLEARING,GRADING,OR CONSTRUCTION ACTIVITY,TREE PROTECTION FENCING WILL BE INSTALLED
AROUND PROTECTED TREES OR GROVES OF TREES.NO CONSTRUCTION WORKERS,TOOLS,MATERIALS OR 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
UTILITY COMPANY CONTACTS VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR ENGINEER,AND 1
2. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON OWNER. I
DUKE/PROGRESS ENERGY:SID LIVINGSTON/MARK HATFIELD(910)452-2777 THE PLANS,UNLESS OTHERWISE NOTED.TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY
DUKE ENERGY(TRANSMISSION):BILL WILDER(910)772 4903 FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. 7. IF ACTIVE CONSTRUCTION CEASES IN ANY ARE4 FOR MORE THAN ?5 WORKING DAYS CR 90 CALENDAR
DAYS(WHICHEVER IS SHORTER),ALL DISTURBED AREAS MUST BE SEEDED.MULCHEC AND TACKED.
AT&T:JAMES BATSON(910)452-5300
SPECTRUM:ROBERT JOHN(910)216-4494 3. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND
�i PIEDMONT NATURAL GAS:PAUL GONKA(910)512-2841 CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. 8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT,THE CONTRACTOR SHALL INSPECT=',D REPAIR.AS
NECESSARY,ALL DAMAGED EROSION CONTROL MEASURES.
DJ MEDEIROS(910)431-3233
CAPE FEAR PUBLIC UTILITY AUTHORITY:[phone] 4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE
PROTECTION REQUIREMENTS AND METHODS. 9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE :_;'OR TO 1',
i, SEQUENCE:
EVENT.
CONSTRUCTIONS EQUENCE: 5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN
INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
6. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND
2. HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF
MATERIALS WILL OCCUR IN THOSE AREAS.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE,COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH
TEMPORARY DIVERSION DITCHES,AND SEDIMENT BASINS. 7, REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL TO
BE RETAINED[62.1-3(1)(A)&(B)].
4. ROUGH GRADE ROADWAY AND SITE.
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES. NOTE (G.S. 1 1 3A-57 (2))
6. CONSTRUCT UNDERGROUND UTILITIES(WATER AND SANITARY SEWER). THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT
PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER. EXPOSED WILL,WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING,BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
8. STABILIZE(FERTILIZE,SEED,AND MULCH)ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE TEMPORARY EROSION
CONTROL MEASURES,REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS. I
SEAL SEAL S I D B U RY STATION PHASE 2 DATE: 4/15/2022 SCALE MRC FILE NUMBER
Ir �`\�� °A 04�''',�' v DRAWNMCE OJ.# 4245 GHS HORIZONTAL:
. v NfKM&CREED
+` a°�°•°° / 9°e DRAWING NUMBER
� : =
• • _ NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS N/A
S AL _ == -
: S AL = 243 North Front Street - " " - CHECKED RAM VERTICAL:
Wilmington, North Carolina 28401 ♦ PROJ.MGR. RAM N/A
'�'P� `-A/GINE��°°Q�':- Phone: [phone], Fax: [phone]
c °°°°°°°°°°° , GENERAL NOTES
"'-"'-tigR p A. 4 ���` License:F-1222
��/IIIIIW9401.
`\ swwrl6p STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV.-NO. DESCRIPTIONS DATE www.mckimcreed.com FOR CONSTRUCTIONREVISIONS

SURVEYOR'S NOTES:
RBC#100 1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
.S NC GRID NAD83/2011
FEET UNLESS OTHERWISE SHOWN.
N 2146330.27 GRID
E 2350205.43 GRID 2. BEARINGS BASED ON NC GRID NAD83 2011.
EL.39.50'
ACE 51 ' ✓�.
3. REFERENCES:AS SHOWN ON PLAT.
1 R/W MON. f ' 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
— r= EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
f' STATEMENT IS MADE CONCERNING THE EXISTENCE OF
rACE 50 UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
� --
1i 5 THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
N/F ACE 49 SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
HARBOWY HELEN C ETAL SIDBURY LAND&TIMBER LLC i '-="ter
DB 2105 PG 656
6 SUBJECT ALL EASEMENTS, RIGHT OF WAYS, AND OR
ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY.
c' IPF
ACE 48 - ^ WOOD LINES SHOWN
p „.---- COHAN JASIN ERIN ACE 45 "- // ""`��® ^'� "'"�� ''' BASED ON NEW HANOVER COUNTY GIS.
Z _ DB 6081 PG 1890 RBC#101 - •-�'` % �" ' ��'�
7� GATE ACE 47
G, NC GRIDNADA83/2011 ol�� ��- ., �G 7. BEARINGS FOR MAP BOOK 15 PAGE 27 ARE MAGNETIC NORTH.
G FES 35.50' N 214245.77 GRID ®== i �Ro 'Ey /� a i 8. BEARINGS FOR MAP BOOK 20 PAGE 89 ARE GRID NAD83.
n 16"CMP E 2348679.04
��- NORRIS DONE W � COHAN JASIN ERIN r -�-ps� N75"5�•41" I �- E93 � _ � i m .gr
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FRANCES M Q DB 6081 PG 1890 ACE 43 FES 35.11' �" •.1 _ SUE NOTES
DB 2166 PG 980
FENCE ..-,„ ,-..-�,.>_;�.%%"",°' ' - /' � .
NORRIS DONE W PEACE 44 GBTRCP l� s ! ��— Qye® yee
-' -', •+- THE HORIZONTAL UNDERGROUND UTILITY LINES SHOWN REPRESENT QUALITY
PRANCES Ml 'd`
INV.34.95' FES3501 �:� � �.- .. � s LEVEL B SUBSURFACE UTILITY ENGINEERING SERVICES. UTILITY MARKS PLACED
DB 2166 PG 988 STOP SIGN 18"RCP - �°-' 49PC'33e 'p 4^ �� ON THE GROUND BY MCKIM & CREED ARE NOT TO BE USED FOR
C FES 36.24' l ems'' G D6 52 / I" _ p
18°CMP INV.34,40' -' `" - °• )� �A 4' CONSTRUCTION PURPOSES. USE OF THIS INFORMATION DOES NOT RELIEVE
1 1a RCP R/WMON. FES36.06' - ' �j ! I ° ANY PARTY FROM THEIR OBLIGATION TO CONTACT THE UTILITY DAMAGE
9 GUY WIRE ACE30 �® �.L` � K! G +`)e.. � •3'' �° $�
INV.35.52 '-` :- ® ,. 6 �a' e PREVENTION SYSTEM BEFORE DIGGING BEGINS. THIS QUALITY LEVEL B UTILITY
FENCE ACE 29 d ® _ ° fie INVENTORY DOES NOT GUARANTEE THE EXISTENCE OF EACH UTILITY OR THAT
ACE 27 FENCE !s R/W MON. 1' _ P-
� ;, G °: �- / ALL THE UNDERGROUND UTILITIES HAVE BEEN ACCOUNTED FOR. EXACT
,_, e _ -_
IPF INV.35.7s '"' IRs F ( '' / ' k �;• - _ _ .« HORIZONTAL AND VERTICAL POSITIONS CAN ONLY BE VERIFIED WHERE
_!_
4 TV PED r! 'vs`,.°r^� c STORM PIPE - ' y a °
QUALITY LEVEL A (EXPOSURES) HAVE BEEN PERFORMED. SERVICES WERE
}'' PROVIDED IN ACCORDANCE WITH THE STANDARD OF PRACTICE FOR THE
® ^ �' BURIED 3
SUBSURFACE UTILITY GIN ERI PROFESSION MERICAN SOCIETY OF CIVIL
S RFA ENGINEERING NG A
-, z �: � € a ' '� ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02).
LINE LEGEND
WOOD LINE
OVERHEAD ELECTRIC LINES
UNDERGROUND ELECTRIC LINES
h ,� �� � € - = UNDERGROUND TELEPHONE LINES
1M1 �ry °� J ' = UNDERGROUND TV LINES
'� = UNKNOWN UTILITY LINES
UNDERGROUND GAS LINE
41ko ° f '� A R E A 1
-P° ®i # pie e9 J / = CENTERLINE ROAD
EDGE OF PAVEMENT
* - 5 �
r
y@ v
LEGEND TREE LEGEND
r�-" RBC � = EB
/ 1
�� # \ R AR & CAP
0 = CONCRETE MONUMENT FOUND
( �� A = DLG STONE , �=
// CEDAR
(5.5" X 6.5 CONCRETE MONUMENT) _
IPF• = IRON PIPE FOUND
IRF• = IRON ROD FOUND
�/ IRS• = IRON ROD SET (#5 REBAR) = GUM
e ^ � 1- - R/W = RIGHT OF WAY
�ry / - - - =z Y• - DB = DEED BOOK
I'� 4° = = HOLLY
PG PAGE
4e .. _- N/F = NOW/FORMERLY
= POWER POLE
� i �� / °� 4° \ � 4'° OAK
�° 4 ° �' °' T = GUY WIRE
° = UNDER GROUND GAS MARKER = MAGNOLIA
°
�)II �-...— •40 �� ° 4+O \ '° = YARD LIGHT
-_
m = TELEPHONE PEDISTAL = MAPLE
9 ® .� :_- _ / \� - ° ° \\ MAIL BOX
/ � ,e® e T =' =o� _ � GAS FINK
>• ° gP e ° - - _ �- = SIGNS AS LISTED PINE
- ❑® = DROP INLET
� o �° 4 4° TP - BIRCH
a •� ,�° i ' � = BORE HOLE
e 'p 4 g° — // CMP = CORRUGATED METAL PIPE = BAY
�'• �' o / o RCP REINFORCED CONCRETE PIPE
4 ° ~ INV = INVERT 0
DIP = DUCTILE IRON PIPE —
— --- ` HW HEAD WALL CYPRESS
EOI = END OF INFORMATION
4^ � .fie " _ ' } �► FESI = FLARED END SECTION INVERT —
�I 4p pe TREE SIZE
-bA y' ¢. �? �'\—CUL TI VATE P
a "PFI E L D �� C
T
\ �, \ 10 9' �` g. Epp
lip 4
'S' ° r' e g — e ! 4p y
S� PHASE LINE(TYP)
+pp 4'
w 4� 4' p •
w
f— a -� _— - ° 4n 4' 4' 4' Ore e M ¢� 150' 0 150' 300'
�� ' p 4
y • e
i. lq• SCALE: 1"=150' (Horiz.)
IPF(DISTURBED) 4 e �e
0.73'OFF LINE �' ? 4
IPF
�� ;�Z — �' PHASE LINE(TYP)
N/F pF(DISTURBED) a 4"
CORBETT INDUSTRIES INC. —— — : '
DB 5578 PG 338 0.40 OFF LIME — —
a
WOODED SURVEY LIMITS
A R E A
i
KEY MAP
SCALE: NTS
2 EXISTING CONDITIONS 1 LEGEND AND NOTES
SIDBURY STATION - PHASE 2 DATE: 4/15/2022 M&C FILE NUMBER
IF SEAL SCALE
SEAL CX-100
MCE PROD.# 4245-0023
'' HORIZONTAL:
A p
``��•• , •</ '''' N1qK]ff\4&CREED , DRAWN GHS DRAWING NUMBER
• B ___ NEW HANOVER COUNTY, NORTH CAROLINA
1"=150'
_ SAL _ _ DESIGNED GHS
025503 = 243 North Front Street _ S 5
Wilmington, North Carolina 28401 = CHECKED RAM VERTICAL:
•'••:�4'GINE��•�•_4-- Phone: [phone], Fax: [phone] PROJ.MGR. RAM
N/A
L' ''•••••••'' ° EXISTING CONDITIONS
° FINAL DESIGN - NOT RELEASED
y'9/�D A, M`� License:F-1222 STATUS: REVISION
REV.NO. DESCRIPTIONS DATE O
r www.mckimcreed.com FOR CONSTRUCTION
REVISIONS

/ _ ...
TREE REMOVAL PLAN
f Sidbury Farms 1. TREE REMOVAL WILL INVOLVE CLEARING OF THE VEGETATION UNDER
�Jf 0023 THE ESSENTIAL SITE IMPROVEMENTS.
r_ DEMOLITION NOTES
Total Regulated/Significant Trees to be Removed 1. NO EARTH DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL
'F�✓ PERIMETER EROSION CONTROL MEASURES ARE IN PLACE IN ACCORDANCE
Total Inches of
WITH THE EROSION CONTROL SEQUENCE SHOWN IN THESE PLANS.
Regulated Trees to be Total Inches of Significant
g 2. NO EARTH-DISTURBING ACTIVITY OR OTHER WORK SHALL TAKE PLACE
Type Regulated Trees Removed Significant Trees Trees to be Removed WITHIN WETLANDS AREAS NOTED ON SU
RVEY. CONTRACTOR SHALL FIELD
(SF 1) VERIFY WETLAND LIMITS FLAGGING IN PLACE AND SHALL NOT ENTER
SEE DETAIL 1; CE-501
- J - __- "� Conifers 1095 15428 10 119 WETLAND AREAS. IF WETLAND FLAGGING IS MISSING OR OTHERWISE
Hardwoods 47 459 0 0 DAMAGES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTE WETLAND
Flowering Trees 0 0
O 0 LIMITS AND PREVENT DISTURBANCE OR OTHER ACTIVITY WITHIN WETLANDS.
Total 1142 15887 10 119
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE
o PROTECTION OF ALL PROPERTY CORNER MONUMENTS, AND SHALL HAVE, AT
00A, HIS
CONSTRUCTION O MONUMENTS REPLACED WHICH ARE DISTURBED
EXPENSE, ALL CORNER
IS EXP
ACTI
VITIES.
Significant Trees for Mitigation
.- — 3. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
_ A
EXISTING IMPROVEMENTS, AT HIS EXPENSE, DURING CONSTRUCTION, SUCH
X Required Caliper
SF 1 AS, BUT NOT LIMITED TO, DRAINAGE UTILITIES PAVEMENT, STRIPING CURB,
v fi /. Total Caliper Inches to be
�' 1;�j/\ a -' /-� ' SEE DETAIL 1; CE-501 Tree Species ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
A .. Inches Removed Replanted
14 - Pine 48 2
='- _✓ _' �— r ' --- \ / \x/ z \' e* '\'-/ <4} \2! \ �, 48 ( )*( ) 96 4. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTEND WITH ALL
.../.. - �,....� ..-- r 7
- \,*I , \, X X 1, a. REGULATIONS GOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION
�- - , - _- # ,1 > ,\ >\ �. Z �Q '� \ , \' / ;r�;xJs, ;2' Bay 71 (71)*(2)
-
j \,y' `a'' �J/ �. J� AND DISPOSAL OF ALL DEMOLITION DEBRIS.
, \/ rby
'�-s✓-�� - '` , :Zn., �2, >\s d: 'x; '�;� 'a;\22<;2 .: . 3,3 3\ 2, �,J 2 a� 142
� � ...ra` r^'" � -.."`. -" , ✓\ /,8 ,1�\ .G \j/J/19%2`. ,] !V\ �b Y�i. ` 12 \ , �2\/1 Z\ 12. \' .
\ JK Total 238 5. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE
^rl "� ,1 i \ ♦ �,3t/ �y„ \' Via/ /\�' .1 ` 13 \/ / \? \,'' ''�• /z 1z ( )
LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES.
' SEE DETAIL 1; CE-501
°vv i .i v12i�A � j \3 2X�v ry 1
- �� _ CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS
1 �� ` 1T\,)'/1 \d `a \ NECESSARY FOR THESE OPERATIONS,AND SHALL COMPLY WITH ALL OSHA
,15 ,fi \/ \ ._ '\ /I\\1�,,5 19 i z�,12 I
Y y�,.
\/ \/\ �1/ 31/\'\ j2./ .. �`Y\14 ,.rr ��'\ / \/ 1 \ , ,2` 3
1 ti \,z / � ,2 \ \ �3. 5 �. n PERFORMANCE CRITERIA.
5AUK \ ' �2\ ` \./ \/ //�16../1j x,.q� I:'\ /12.. Yti`F.,. 1Zl /'T3 /� • --C\f -LOD
' / Tr
\5 J
J4\ /\ \ „,,.,,,,M
g ii aa� } Proposed Replanting
14 /`t �l, , 13. ''„\ `:9' ,'� 13.; '2;Z,•,313'�.j�/ ,19'/z' / '3 .! -. u � , Tree Species
i 2 ' �,�2, � � p Quantity Caliper Total Inches Replanted 6. CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL UTILITIES
\$ AND APPURTENANCES TO REMAIN
89
J 2 178
�r
��'4.v �
Willow Oak
`� Southern Live Oak 132 2 264
Allee Lacebark Elm 66
1 }8�4'
a . v2' .r. � 2 LEGEND TREE LEGEND
\, ota 132
x �z 574 Rac
' — CONCRETE MONUMENT FOUND
T I 0 REBAR & CAP
DLG STONE
/ >'� \; \, (5. X 6.5" CONCRETE MONUMENT =
� ~�' / ,----t_l---- .•,.. � ' '�. `� ,.... � 5" ) CEDAR
ate/ = N PIPE FOUND
TEMPORARY CONSTRUCTION ENTRANCE -- ; ', �3 , , �; ;1 - Tree Removal Overview = N ROD FOUND
IRF• IRO
• \, �_ s \ /
SEE DETAIL 2; CE-501 � -
�* /�. ,.: \�, a���. „r �, /y� ,+,;;, � _ _ ,:..'— -- ,�a . �� ..:324��� t IRS = IRON ROD SET (#5 REBAR) = GUM
4, Total Mitigation Required\� \, q 238 per Inches,. - •; ' � O R/W = RIGHT OF WAY
g Cali
�`` d _ .,. ]`/� �•; \ a -__�------572- � � \ � DB = DEED BOOK
a \, 4 \ .� ;�\ � _ Total Proposed
�i 1 5 Z :/ �� +�', , �j PG = PAGE
s, = HOLLY
ti, v 6- isv `,3x' - / . } �v//.� Replanting
1 \ , i j \ p g 574 Caliper Inches N/F = NOW/FORMERLY
SEE DETAIL 1; CE-501 ;�% - LE - OAK
\ 5 Extra 336 Caliper Inches - — POWER P —�� p o
4
�' }' I = GUY WIRE
= UNDER GROUND GAS MARKER = MAGNOLIA
� � I I i
LIMITS OF �% j _
- YARD LIGHT
FEEDER TO ISLAND CREEK ®DISTURBANCE = TELEPHONE PEDISTAL = MAPLE
I
-----,_ (SF) i I� I 1 l � '" � ������ ' � � = MAIL BOX
SEE DETAIL 1; CE-501 ! LIMITS OF = GAS FINK
� =
1 I _ ` a
i ! O DISTURBANCE � = SIGNS AS LISTED PINE
EXISTING TREE LINE I �' S f i--�--�---._
TEMPORARY CONSTRUCTION ENTRANCE = EXISTING TREE LINE a = DROP INLET
TP
SEE DETAIL 2; CE-501 I I _ 1 ' j I �I � '- j SEE BORE HOLE3DETAIL 1; CE-501 - BIRCH
CMP =
r- RCP = REINFORCED UGATED METAL P
FORCED CONCRETE = BAY
I
O I N V = INVERT
+'O DIP = DUCTILE IRON PIPE
HW = HEAD WALL = CYPRESS
(SF 2) _ -�— - E01 = END OF INFORMATION
TAIL 1; CE-501
SEE Dr � I I !— FESI = FLARED END SECTION INVERT
TREE SIZE
1 f
T�1
�r TOTAL DISTURBED AREA =77.18 ACRES
LIMITS OF `-------., _ ' _ � i � �`---- ��I �--/ ,-� ,---/ r - '�I � I� r-/ ,-/ r ,-/ rI`�_..-_-•---�,
DISTURBANCEI' _ I
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
O
FEEDER TO PRINCE GEORGE CREEK
it 5
{ I { a I 1
SF
// ff (SF 3
1 !,
SF I : ,
r - ' 1 _�
SEE DETAIL 1 CE-501 i 150' 0 150' 300
0
SEE DETAIL 1; CE 501 00 1
oo� SF� L I _ _ J SCALE: 1"=150' (Horiz.)
ao� —j
Q01
EXISTING TREE LINE
KEY MAP
SCALE: NTS
2 TREE REMOVAL PLAN
1 LEGEND AND NOTES
SEAL SEAL
S I D B U RY STATION - PHASE 2 DATE: 4/15/2022 SCALE M&C FILE NUM4e�NVFJMBER
_` 9<.• P &C H ED 0 E:) H I MDCE PROJ.# 4245-0023 CX-1 0
HORIZONTAL:
' - B*R*uN NEW HANOVER COUNTY DRAWN GHS DRAWING NUMBER
S 3 - 243 North Front Street S NORTH C
AROLINA DESIGNED GHS 1"=150'
N .r `� Wilmington, North Carolina 28401 i CHECKED RAM VERTICAL: 6
:% Q-
�c ....GINS,... �Q-; Phone: [phone], Fax: [phone] N/A
( ) ( ) '� S
PROJ.MGR. RAM
A. License:F-1222 TREE REMOVAL PLAN
SAL DESIGN -
REV.NO. DESCRIPTIONS DATE Q www.mckimcreed.com GN NOT RELEASED REVISION
REVISIONS 1 TATus: FIN
FOR CONSTRUCTION

1 PHASE 1 CONSTRUCTION SEQUENCE LEGEND
1. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY
,` I -s ,,/� -✓ M AT THE CONSTRUCTION
NEW HANOVER COUNTY EROSION CONTROLENSPECTOR'S OFFICE.
CONTRACT TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
2. WORK IN THE PRELIMINARY LIMITS OF DISTURBANCE AS SHOWN TO INSTALL CONSTRUCTION
ENTRANCES, DITCH PLUGS, SILT FENCE, TEMPORARY DIVERSION DITCHES AND SEDIMENT BASINS.
TEMPORARY DITCH CROSSINGS WILL BE INSTALL BY THE DISCRETION OF THE CONTRACTOR UNLESS TEMPORARY DIVERSION DITCH >TDD--
_- OTHERWISE SHOWN.
CLEAN WATER DIVERSION DITCH —'CWD
(SF 1)
_.
SEE DETAIL 1;CE 501 .�-- Y- --- �_�---,-.�-�--' � -_ 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN WATTLE/CHECK DAM
T v
A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE
--
STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED.
RIPRAP OUTLET PAD
� .-
- 4- PLANS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY DISCHARGE PIPE
INSTALL SILT FENCE AS NOTED ON
OUTSIDE OF THE INITIAL LIMITS OF DISTURBANCE. SILT FENCE WILL BE INSTALLED JUST INSIDE THE
`�
LIMITS OF DISTURBANCE LINE. FILL EXISTING DITCHES AS SHOWN ON THE PLANS AFTER THE DITCH FAIRCLOTH SKIMMER
PLUGS HAVE BEEN INSTALLED.
/
l -
DITCH TO BE FILLED
J (SF 1) — -- - -
} ,,-<: ,� r 5. INSTALL TEMPORARY SKIMMER BASINS WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
-� �-- /✓ SEE DETAIL 1;CE-501
(TDD-2) PLANS IN ORDER TO TREAT SEDIMENT LADEN WATER. BASINS SHALL BE CONSTRUCTED PRIOR TO EXISTING WETLANDS 14/
_-.--�. -
SEE DETAIL 1,CE-502 A � f J �
--- � ,are CONSTRUCTION OF ANY DIVERSION DITCHES THAT CONVEY WATER TO THE BASINS. CONTRACTOR TO
' --:'✓ `._ --' /.Y -/"r v,.. `.• �r'/J� -�. 7 QC�`�.. > „;fit - -✓j � .L, { \ ,'- �l/ 14/ Nl/�/
F _ O Wrf FIELD ADJUST TEMPORARY DIVERSION DITCHES AS REQUIRED TO MAINTAIN THE DIVERSION TO THE
PRELIMINARY LIMITS PROJECT BOUNDARY
Q BASINS.
—
O �4 J0 OF DISTURBANCE FOR
(301 I � f � \ 4 ` /' INSTALLATION OF EROSION
CONTROL MEASURES
STOCKPILE AREA 6. COMMENCE CLEARING, GRUBBING AND ROUGH GRADING WITHIN THE OVERALL LIMITS OF
_�.- �--_! _ _ .�- � �' - ✓o �--�,) �_o"r�- (SF 4) NOTE:
SEE DETAIL 1;CE 501 DISTURBANCE®
O / LL �PFD LOD
LOD
— SILT FENCE TO BE PLACED AT LIMITS OF
O O 1 INITIAL TEMPORARY 7. COMMENCE DEMOLITION OF EXISTING BUILDINGS, DRIVES, FENCES, GATES, WELLS, GARDENS AND DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
LOD 40 FOR CLARITY.
OVERALL LIMITS
a SEDIMENT BASINS l }. LOD LOD Q EXISTING UTILITY SERVICES. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF, SALVAGED, OR
-' LOD — "`, ' --� r � RECYCLED PER THE PROJECT SPECIFICATIONS. WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
OF DISTURBANCE LOD �, O ` IN PERMANENT DIVERSION DITCH.
u' 00 1 " DITCH TO BE FILLED(TYP) -` �O SKIMMER AND OUTLET . WETLAND INFORMATION BASED ON THE DAVEY
TSB-8 O i STRUCTURE(TYP.) RESOURCE GROUP WETLAND MAP DELINEATION
LD Q��UUJ - SEE DETAIL 5;CE-502 8. COORDINATE DISCONNECTION OF EXISTING UTILITIES - KNOWN UTILTIES INCLUDE:
CIO 7 � �� . l.,.:�>,_--__
T (TDD-3)
1 SEE DETAIL ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS 7/31/2022 .
\<O PRELIMINARY DISTURBED AREA=40.21 ACRES
(TDD-1) � 1
SEE DETAIL 1;CE-502 r__ t is ---.
�---�-TD[� _ �c—`' �s 'TLlti' }_�T TSB-
PRELIMINARY TEMPORARY g PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION. REFER TO
T---Ut_ TOTAL DISTURBED AREA =77.18 ACRES
,� mar---_ �,�y SEDIMENT BASINS
O� --- �p�j 1-- . s,� CE-501 FOR SEEDBED PREPARATION NOTES AND SEEDING SCHEDULE.
q 1 QO� --�— ----- _
O - TDD —
TEMPORARY CONSTRUCTION ENTRANCE G _ 00, - --
SEE DETAIL 2;CE 501 � SKIMMER AND OUTLET UO 1 - �""�-DD r ^�= `
O < ' STRUCTURE(TYP.) / i - ` J QOI ---— (30� _ .—. DID _.. -�
(� I D "' -�-�'� =" O FEEDER TO ISLAND CREEK
SEE DETAIL 5;CE-502^� 1 a01 ---- O1 -
(SF 1) _ "�"° O (JURISDICTIONAL STREAM)
Jr�
�,r A } \ QOl -- — ,
SEE DETAIL 1;CE-501 LO _---- V v %'� > and —
O r •. _� `-- TEMPORARY 24"CULVERT
CROSSING(TYP)
(�TDDDETAIL 1;CE-502 ° TSB-6 SEE DETAIL 1;CE-504
r
�r
SEE DETAIL 1;CE-501 SKIMMER AND OUTLET
STRUCTURE(TYP.)
v ED SEE DETAIL 2;CE-504
WATTLE(TYP.)
�i SEE DETAIL 2;CE-502 \ - OVERALL LIMITS
o, OF DISTURBANCE
PRELIMINARY LIMITS
l j �> OF DISTURBANCE FOR -`
TEMPORARY CONSTRUCTION ENTRANCE �� 1 INSTALLATION OF EROSION
SEE DETAIL 2; CE-501 CONTROL MEASURES
(SF 3)
O SEE DETAIL I CE-501
t I (TDD-5)
J
OVERALL LIMITS SEE DETAIL 1;CE-502
I
OF DISTURBANCE — — — �_ CD
LOD5_l, ,
LOD —_ LODE DITCH PLUG(TYP)
O LOD �_ I SEE DETAIL 5;CE-503
r J
L — DITCH TO BE FILLED(TYP)
O a
' - STOCKPILE AREA l
O .
I L Or = J CLEAN WATER DIVERSION
DITCH PLUG(TYP.) LOO —�� I �k:
LOD (SF 2) � � � � � V ``•" �; AND WATTLES TO REMAIN
SEE DETAIL 5;CE-503 IN PLACE UNTIL FUTURE PHASES
i SEE DETAIL 1;CE-501 LOD '
LOD
"- FILL EXISTING d -
.•�. DITCH(TYP) pp J 8 N
j 401 --_ CO, CO V — (TDD-7)
O QOl r '_-=_
(TDD-5) SEE DETAIL 1;CE-502
TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 1; CE-502
SEE DETAIL 2;CE-501 ---
FILL EXISTING O I JO a
U
DITCH(TYP) 0
—
r = PRELIMINARY TEMPORARY
_ — — — - __ — —.- SEDIMENT BASINS
(TDD-6) Op p TSB-5 \p n (TDD-7)
502 DETAIL 1 CE
LOD SEE ; - �p �� -
I -- TDD _ SEE DETAIL 1;CE-502 I 150' 0 150' 300'
" D --_.__ LOD L o p (SF 3)
�F-- OD
p .��SEE DETAIL 1;CE 501 SCALE: 1" 150' (Horiz.)
LOD -- LOD L
OD
Ov- _ I LAST WATTLE TO BE A&WATTLE PYRAMID:3 WATTLES ON
SEE DETAi_ ' CE501 =- 00- " ��- �Q1� Qa� CD 1 THE BOTTOM:2 WATTLES ON TOP OF THAT.AND A SINGLE
WATTLE ON TOP OF THAT
SKIMMER AND OUTLET
STRUCTURE(TYP.) RIPRAP OUTLET
SEE DETAIL 5;CE-502 PROTECTION (TYP.) RIPRAP OUTLET
SEE DETAIL 3;CE-502 PROTECTION(TYP.)
SEE DETAIL 3;CE-502
KEY MAP
SCALE: NTS
2 OVERALL EROS
ION CONTROL PLAN PHASE 1 1 LEGEND AND NOTES
SE774�AL SEAL77� S I D 6 U RY STATION PHASE 2 DATE: 4/15/2022 SCALE CM&C FILE NUMBER
IA i � i�� ♦ MCE PROJ.# 4245-0023
�� ��'; vNfm4&CREED ® DRAWN GHS HORIZONTAL: DRAWING
OOR
� � N _ NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS 1"=150'
SAL = a ► 9
025503 - 243 North Front Street CHECKED RAM VERTICAL:
Wilmington, North Carolina 28401 PROJ. MGR. RAM N/A
,�','•••.FNcINE��. �;� Phone: [phone], Fax: (g10)25,-8282 OVERALL EROSION CONTROL PLAN
Ch'91�p•••••••�`�O``�� License:F-1222
PHASE 1 sTATUS: FINAL DESIGN - NOT RELEASED REVISION
DATE
A FOR CONSTRUCTION
REV.NO. DESCRIPTIONS Q WWW.mckimcreed.com
REVISIONS

LEGEND
MATC H L I N E TEMPORARY CONSTRUCTION ENTRANCE OEM
SEE SHEET CU-104 LIMITS OF DISTURBANCE LOD
(i�(I �l /' TEMPORARY SILT FENCE SF
TEMPORARY DIVERSION DITCH >TDD
CLEAN WATER DIVERSION DITCH ----�-CWD
I ` „ WATTLE/CHECK DAM
114,
l h 11/I/ I i t I I I r RIPRAP OUTLET PAD a
o
O DISCHARGE PIPE
DITCH TO BE FILLED
\ ( - - / - '' -� `--y ,// �, I///li✓%/�j/,/lj (TYP) 4Z\ I; FAIRCLOTH SKIMMER
! !1/,/,/ llll1/�/11 ���)�t"' ' p Op DITCH TO BE FILLED Imt,Of
:0
X - X"' I i �l�iiliilllil I!)!!,l1111111! , v ,. — -- --
,i ,11 \ I f I� �\1\\ �\`�\1 `\\ EXISTING WETLANDS
I i I 253 ��lll� \ \ \ \\\V:\
X o
PROJECT BOUNDARY
V \ p
I j Imo .,- -- - -_. _ rlll � I � � \�\\\\\����.— � —r.►!��jr/�j / ��( 11
0. 1
=-X- IN,� ��=`_ =� , ;` y1, r NOTE:
o
.— — — — — -- -- — _ -_-� � 0 ili io \ p • SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
r
FOR CLARITY,
O LOD LOD LOD LOD LOD LOD LOD LOD [III
cnp SF SF SF SF SF � I • WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
o Il i c O IN PERMANENT DIVERSION DITCH.
O I' b p • WETLAND INFORMATION BASED ON THE DAVEY
(SF 2) WATTLE (TYP) RESOURCE GROUP WETLAND MAP DELINEATION
SEE DETAIL 1; SEE DETAIL 2, CE-502 7/31/2022 .
I SHEET CE-501
DITCH PLUG SEE DETAIL 1; SHEET CE-502 \ I I I b PRELIMINARY DISTURBED AREA=40.21 ACRES
LO
;5 AIL LOD — SEE DETAIL D LOD LOD LOD LOD LOD LOD LOD D l l I I p
SHEET TAIL TOTAL DISTURBED AREA =77.18 ACRES
I'
4f 11 0
Cn
ho
lip Im
C^
LTDD TDD VJ
F MC )
MM
-
:. z 0 7
{ PIT
DITCH TO BE FILLED
TEMPORARY CONSTRUCTION „� a a s TYP
ENTRANCE V (TYP) C DTI
i�,a_. !s �. � ; r _
(!' SEE DETAIL 2; CE-501
0
il'o 001 (10� a GO-I GO-i 0� � 0 a 000-1 O-i 0 � 0 001
0 0( IV
i PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
l � EROSION CONTROL
MEASURES
1 OVERALL LIMITS OF DISTURBANCE
I �
I �
� g
O •+�if1
I DITCH PLUG /
i;
it SEE DETAIL 5; SHEET CE-503 /
'y
II
I:p
;10
---- - - - - - - ----
--- - - - - — - - -- - - - - - -- —_— — — — - — — — — —
I N
Or TEMPORARY CONSTRUCTION
O ENTRANCE
SEE DETAIL 2; CE-501
LAST WATTLE TO BE A
r0 6-WATTLE PYRAMID: 3
p WATTLES ON THE BOTTOM, 2
WATTLES ON TOP OF THAT,
i AND A SINGLE WATTLE ON TOP
OF THAT.
50' 0 50' 100'
;Qcn r
- —�
p SEE` DETAIL 1; SHEET,:--501 WATTLE (TYP '"=50Horiz.
(TDD-6) SEE DETAIL 2; CE-502 SCALE: 1 ( )
( SEE DETAIL 1; SHEET CE-502 �
OD LOD LOD LOD — LOD - D — LOD -CD LOD LOD LO LOD
00 ERALL LIMITS OF
DISTURBANCE
TDD TDD TDD —TTDD ----)DD —TTDD =TDD �TDC TDD ——)--->
TDD TDD '-�'D -- TDD --- TDD TDE
SF _ _ SF SF SF SF — —— SF _
KEY MAP
SCALE: NTS
2 ENLARGED PH-1 EROSION CONTROL 1 LEGEND AND NOTES
sEA_ sEA� DATE: 4/15/2022
D B U RY STATION - PHASE 2 M&C FILE NUMBER
A 0411
MICE PROJ.# 4245-0023 SCALE CE-101
�.•' •• /••• NFKHV C �••� DRAWN GHS HORIZONTAL: DRAWING NUMBER
`,J L/ N �� NEW HANOVER COUNTY, NORTH CAROLINA VERTICAL:
• q�: _ + DESIGNED GHS
S AL s = P-1EM T O
025503 = 243 North Front Street CHECKED RAM CAL.
':• F Wilmington, North Carolina 28401 PROD.MGR. RAM NIA
�i•'••.NGIN��.•° ��":� Phone: [phone], Fax: [phone]
ch'q•••••••••••�,
`yD A, License:F-1222
° ENLARGED PH-1 EROSION CONTROL
STATus: FINAL DESIGN NOT RELEASED REVISION
., \o�
REV.NO. DESCRIPTIONS DATE Q 1 www.mckimGreed.com FOR CONSTRUCTION
REVISIONS 1 1

MATCHLIN
E LEGEND
SEE SHEET CE-103
—■ _— —. -- -- -- r TEMPORARY CONSTRUCTION ENTRANCE
p I � LIMITS OF DISTURBANCE LOD
DITCH PLUG OJ
SEE DETAIL 5; SHEET
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD CE-503 p TEMPORARY SILT FENCE SF
PRELIMINARY LIMITS DITCH TO BE FILLED r- TEMPORARY DIVERSION DITCH >TDD--
OF DISTURBANCE FOR (TYP)
DITCH TO BE FILLED —=�
p (TYP) INSTALLATION OF r p0 ��
p CLEAN WATER DIVERSION DITCH CWD
O EROSION CONTROL O
J MEASURES
(TDD-7) � u- WATTLE/CHECK DAM
SEE DETAIL 1; SHEET CE-502 `o
r
0o RIPRAP OUTLET PAD
DITCH TO BE FILLED o o DISCHARGE PIPE
(TYP)
p
*rp FAIRCLOTH SKIMMER
O
_
_ _ o
p „ �i r i \�% — t,,- i li% it\,� �i ` NN I w == r: __ = =:: _- _ i DITCH TO BE FILLED
�r EXISTING WETLANDS 1-4/
J �
0 PROJECT BOUNDARY —
y J
g o �o NOTE:
p r
O \—STOCKPILE AREA O J
J 0
• SILT FENCE TO BE PLACED AT LIMITS OF
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WATTLE (TYP) p r
FOR CLARITY.
SEE DETAIL 2; CE-502 p WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
O
® IN PERMANENT DIVERSION DITCH.
p _ 0 co • WETLAND INFORMATION BASED ON THE DAVEY
o RESOURCE GROUP WETLAND MAP DELINEATION
DITCH PLUG o 7/31/2022 .
(TDD-5)
LOD SEE DETAIL 1; SHEET CE-502 SEE DETAIL 5-1 SHEET p p r0
i_
CE-503 O Q PRELIMINARY DISTURBED AREA=40.21 ACRES
r
p DITCH TO BE FILLED TOTAL DISTURBED AREA=77.18 ACRES
ILLED
DITCH TO BE F o
(TYP)
(TYP) J_
0 _ _
W ITDD -- TDD ----TDD TD - - TDD \\\ %\ % \ .,, '%\� � ,11� ,\1 �D .....
o _. J o
Z_ C) o
J F_ ,
_
LLJ
- -- I o
U W 0
J
F-- _ PRELIMINARY TEMPORARY 0 / f
Q (n SEDIMENT BASIN #5 p
W EXCAVATION LIMITS
W D-1 40­1 0071 - -� r
I- --I C)
0
l O 0
1
DITCH PLUG
I SEE DETAIL 5; SHEET
CE 503 � l SO
J po
(TDD G
b SEE DETAIL 1; SHEET CE-502
(TDD-7) DITCH TO BE FILLED
SEE DETAIL 1; SHEET CE-502 ---PRELIMINARY LIMITS (TYP) o
OF DISTURBANCE FOR
p
D O INSTALLATION OF
EROSION CONTROL
MEASURES
--- Or
SEE DETAIL 1; N
O OD DITCH TO BE FILLED SHEET CE-501
Q
�O (TYP) Q o r
O O �
p Op 0 OVERALL LIMITS OF DISTURBANCE
�,
�
CLEAN WATER DIVERSION- 00
WAT- LE(TYP)
AND WATTLES TO REMAIN IN
O O � SEE EMAIL 2; CE-502 -
�O OO � PLACE UNTIL FUTURE PHASES
SKIMMER AND OUTLET
STRUCTURE (TYP.) \ LOD LOD LOD LOD - LAST WATTLE TO BE A 6-WATTLE - I-
SEE DETAIL 5; CE-502
PYRAMID; 3 WATTLES ON THE BOTTOM, 50' 0 50' 100'
O O �� 2 WATTLES ON TOP OF THAT, AND A
J �O 3) SINGLE WATTLE ON TOP OF THAT.
� � SCALE: 1"=50' (Horiz.)
SEE DETAIL 1;
LOD SHEET CE-501 fSF r0
O 0
`® RIPRAP OUTLET
PROTECTION (TYP) op aai­�-- -Cis-C-lt-- aal<--- 441-e- -- aal-t— a41-<_ -C 441­�-- Cl Cl
TDD ---;;TDD SEE DETAIL 3; CE-502 sF �c SF _ SF SF
- 5r SF sF SIF — - S
SIF
SF—
aOl fi -1 aO O� 007 Q0� -6fl�-�6� a0� a(���_a0 Off- e©�-� c1O� cic» �707
RIPRAP OUTLET
OVERALL LIMIT OF PROTECTION (TYP)
DISTRURBANGE SEE DETAIL 3; CE-502 KEY MAP
SCALE: NTS
1 LEGEND AND NOTES
2 ENLARGED PH-1 EROSION CONTROL
77� 777� S I D B U RY STATION - PHASE 2 DATE: 4/15/2022 M&C FILE NUMBER
SEAL SEAL SCALE
, C E-102
MCE PROJ.# 4245-0023
A 0� "Ill HORIZONTAL:
/ �iAQA DRAWN GHS DRAWING NUMBER
NfXIM&CREED
q�•: ': �� � CHECKED RAM
B *R*HO WE NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS
i• SAL = 243 North Front Street `
VERTICAL:
's 025503 PROJ.MGR. RAM
Wilmington, North Carolina 28401 NIA
?i ENLARGED PH•••• INEF; ���".�� Phone: [phone], Fax: (910}251-8282 -
S 1 EROSION CONTROL
o - REVISION
I RD••A•• M ����� License:F-1222 STATUS: FINAL DESIGN NOT RELEASED
I REV.NO.
FOR CONSTRUCTION
DESCRIPTIONS www.mckimcreed.com
REVISIONS

LEGEND
MATCHLINE
SEE SHEET C E-105 TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE LOD
0 �n SF SF SF-
0 = _ BOO
` TEMPORARY SILT FENCE SF
�P
sF 4 OO
0
TEMPORARY DIVERSION DITCH >TDD--
/ (SF 4) 40®
/ LOD LOD LOD LOD LOD LOD LOD LOD LOD SEE DETAIL 1;v Sc ` CLEAN WATER DIVERSION DITCH --TCWD
SHEET CE-501
WATTLE/CHECK DAM
1 / • ' I48s� RIPRAP OUTLET PAD
DISCHARGE PIPE
�' STOCKPILE AREA
FAIRCLOTH SKIMMER
® ` r DITCH TO BE FILLED O
PRELIMINARY �O EXISTING WETLANDS
D1 a01 a01 a01 a01 QO� _�h6 �_C9 -- O�f .._ . .� (IQ] m..b.\ 40� -Al 007 401 a0� GC- QO, TEMPORARY 114/���J� �L
DITCH TO BE FILLED SEDIMENT BASIN #7 —— —— —
(TYP) EXCAVATION LIMITS
- PROJECT BOUNDARYelln"
48
T
1 `00
F
NOTE:
(TDD-3)
SKIMMER AND OUTLET
SEE DETAIL 1; SHEET CE-502 STRUCTURE (TYP.) INSTALL 24" RCP ro . SILT FENCE TO BE PLACED AT LIMITS OF
,'> a
CULVERT CROSSING DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
u SEE DETAIL 5; CE-502
SEE DETAIL 1; CE-504 FOR CLARITY.
WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
1` IN PERMANENT DIVERSION DITCH.
r • WETLAND INFORMATION BASED ON THE DAVEY
`— TDD TDD ---T DD RESOURCE GROUP WETLAND MAP DELINEATION
7/31 2022
�s �s
�s is _
�s �s �.. �s �s �s _ _.� . �_ w � .; �._ ,�s,.. �s -- is is _ �s —
is �s �s is is — _ —--" — — — — — PRELIMINARY DISTURBED AREA=40.21 ACRES
— � S_r S= SF SF S' _�_-_-_ __ � _�.,_ ___
SF SF SF F SF SF SF — r TOTAL DISTURBED AREA=77.18 ACRES
- -TDD>�TDD TDD --TTDD -TDD —� D DID --rTDD �-TDD — TDD DID TTDD TDD TDD TDD TDD --TTDD TDD --TTDD T� —TTDD D a� F�
' U-
RIPRAP OUTLET
SF PROTECTION (TYP)
— (101 a01 a01 001 001 001 a 001 001 QOD 001 0-1 a0 a SEE DETAIL 1; Q07 a01 - SEE DETAIL 3; CE-502 r
WATTLE (TYP) SHEET CE-501 �
SEE DETAIL 2; CE-502
PRELIMINARY TEMPORARY
SEDIMENT BASIN #6
(TDD-4) EXCAVATION LIMITS U-
SEE DETAIL 1; SHEET CE-502 1 C
n I C
PRELIMINARY LIMITS SKIMMER AND OUTLET OF DISTURBANCE FOR S I
\/ % STRUCTURE TYP.) OVERALL LIMITS OF DISTURBANCE
)
r- SEE DETAIL 3; CE-502
w INSTALLATION OF W ✓ EROSION CONTROL \ DITCH PLUG `
z (� ~ / 1 MEASURES �O> SEE DETAIL 5; SHEET c
J CE-503 LL
= w / 00� — nn-i nn1 ti o Cr
U LLJ �\ ` DITCH TO BE FILLED �� e
(TYP) r
CI) 0 C
W
1 \ CLEAN WATER DIVERSION pC
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES p
a — — (TDD-7) O o pc 1�1
SEE DETAIL 1; SHEET CE-502 0
r) o pC
DITCH PLUG O C
SEE DETAIL 5; SHEET
CE-503
G C
C
DITCH TO BE FILLED
y (TYP) 50' 0 50' 100,
C
o i
SCALE: 1"=50' (Horiz.)
—
_ _.- .
C7 - -
(SF 3) i
SEE DETAIL 1; `
SHEET CE-501
C7
KEY MAP
SCALE: NTS
i
2 ENLARGED PH-1 EROSION CONTROL 1 LEGEND AND NOTES
`,1' IIII SEAL DATE: 4/15/2022
SEAS _ S I D B U RY STATION - PHASE 2 SCALE M&C FILE NUMBER,)
`\���• A 0� '�i,� . -_ MCE PROJ.# 4245-0023 CE-103
• S ••. : ��� H0 DRAWN GHS DRAWING NUMBER
• ••• •• NFIQM&CREEL)
• • - - • HORIZONTAL:_ NEW HANOVER COUNTY NORTH CAROLINA DESIGNED GHS VERTICAL:
S AL = . ' 1 2
= 025503 = 243 North Front Street � '_=== vERTICAI:
.• • CHECKED RAM
• Wilmington, North Carolina 28401 • N/A
.;�i ••••:,�GINE�;�•'¢ �� Phone: [phone], Fax: [phone] s ' PROJ.MGR. RAM
Rp"A ° wvr License F-,Z22 � ENLARGED PH-1 EROSION CONTROL STATus: FINAL DESIGN - NOT RELEASED REVISION
4
REV.NO. DESCRIPTIONS DATE � 1 1 ' w.mckimcreed.com FOR CONSTRUCTION
REVISIONS 1 Q��

LEGEND
TEMPORARY CONSTRUCTION ENTRANCE
° LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
SEE DETAIL 1;
/ 1
SHEET CE-501 TEMPORARY DIVERSION DITCH >TDD
GO
CLEAN WATER DIVERSION DITCH �CWD
301 ,.
WATTLE/CHECK DAM
(\O
OVERALL LIMITS OF DISTURBANCE \ p0
�0 \ RIPRAP OUTLET PAD a
DISCHARGE PIPE
O ` FAIRCLOTH SKIMMER
DITCH TO BE FILLED
® STOCKPILE AREA ,_�,.,F � �� —
/', 4 I �� EXISTING WETLANDS
\0�1PROJECT BOUNDARY
PRELIMINARY TEMPORARY- i�
SEDIMENT BASIN #8 ■ ■
O EXCAVATION LIMITS ,®
c roe NOTE:
r
\ O LOD LOD LOD WATTLE (TYP) LOD LOD • SILT FENCE TO BE PLACED AT LIMITS OF
! �\ O SEE DETAIL 2, CE-502 DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
O, • WATTLE C CHECK DAMS TO BE PLACED EVERY 200 LF
SKIMMER AND OUTLET
(TDD-2) STRUCTURE (TYP.) IN PERMANENT DIVERSION DITCH.
.- ' SEE DETAIL 1; SHEET CE-502 SEE DETAIL 5; CE-502 WETLAND INFORMATION BASED ON THE DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
--TTDD --TTDD --�-TD D DID ;TD D —} i
TDD PRELIMINARY DISTURBED AREA=40.21 ACRES
TOTAL DISTURBED AREA=77.18 ACRES
O
`r
is is iS is
~_P is is
i p I jF .SF _SF SF SF SF SF
TDD TDD —rTD,--}TDD TDD -TDD TD )DID,--TTDD TTDD —TTD[
TEMPORARY CONSTRUCTIONRIPRAP OUTLET
ENTRANCE PROTECTION (TYP)
SEE DETAIL 2; CE-501 QO� QO-1 O- QO- ; --am 40-I QO� QO� 40� 40�
\ - SEE DETAIL 3; CE-502
Go
I (TDD-4) (SF) A
SEE DETAIL 1; SHEET CE-502 SEE DETAIL 1;
` Gp'\ J „ SHEET CE-501 —
a'' `
PRELIMINARY LIMITS ` l
\ r ' A / OF DISTURBANCE FOR
\ ._ G0
\ 1
INSTALLATION OF ,
0A EROSION CONTROL l
G / / MEASURES / �
LOD LOD LOD LOD LOD LOD m
--
,� '-pD cn >
LOO DITCH TO BE FILLED = -�
(SF 1) (TYP) m n
(NSF 1) SEE DETAIL 1. vol) _ r m I
SEE DETAIL 1; SHEET CE-501 0 r
SHEET CE-501
O
w _
_ —_ - _
- - / O
I '
°�v _
257 _ p
Goo �
o
248
(1071 0
SF
256 i .. ���' / '� rl /�� ;! � SEE 1; � o
�lf' !1' ' � 1'
50' 0 50' 100'
SHEET CE-502
SCALE. 1 =50' (Horiz.)
!247 (SF 2)
° \ 0 255 /
SEE DETAIL 1 \'
SHEET CE-501
254
248
c \ \' \\ �\�,`` WATTLE TYP ` \ �111-'1`%%��- --
I \� SEE DETAIL 2; CE-502 ` ,�' I I I 1`-111 --1\\,�,t+�\
V li�,' Illijjll
\ �\ \ �.� DITCH TO BE FILLED
249 r / \. A
` — — — = „" 1 ' (�'P) / / i KEY MAP
/f �/ / SCALE: NTS
I
— / A !~ = I
0 r
2 ENLARGED PH-1 EROSION CONTROL 1 LEGEND AND NOTES
M&C FILE NUMBER
SEAL
SEAL S I D B U RY STATION - PHASE 2 DATE: 4/15/2022 SCALE
`�.�• A O< % � n '^1TT r � MCE PROJ.# 4245-0023
CE-104
V y� CREED HORIZONTAL: DRAWING NUMBER
�i (vim
•' S /••' � � ��—'� � DRAWN GHS
s AL - N _ NEW HANOVER COUNTY, NORTH CAROLINA 1"=50'
9<•%; ': lj*R*HO
�_ _ `�:rf DESIGNED GHS
025503 = 243 North Front Street T_ S= 3
CHECKED RAM VERTICAL:
Wilmington. North Carolina 28401 PROJ.MGR. RAM
��'i '••:,'�'GIN��;�^���"�� Phone: [phone]. Fax: [phone] N/A
cy4 M° License: ENLARGED PH-1 EROSION CONTROL
•, Ro A. ,• STATus: FINAL DESIGN NOT RELEASED REVISION
REV.NO. DESCRIPTIONS DATE A
REVISIONS T www.mckimcreed.com FOR CONSTRUCTION

LEGEND
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
TEMPORARY DIVERSION DITCH >TDD--
/ CLEAN WATER DIVERSION DITCH �;Wp
WATTLE/CHECK DAM
RIPRAP OUTLET PAD
L DISCHARGE PIPE
00
010
r FAIRCLOTH SKIMMER
,`r\ O
= \ \ �' ! / i_/� DITCH TO BE FILLEDa=� n=
. � C L J ! / BOO (SF 1) �00
p0 SEE DETAIL 1; EXISTING WETLANDS
✓' / `I � l sue -'// s-,�i�/' ���t, \ VOCSHEETCE-501
JA0� ` /fvo
-OVERALL LIMITS OF DISTURBANCE ��'r PROJECT BOUNDARY
` O
L i O
- \
--�' ;` \�� NOTE
/Jj�/%,-� '-✓" - / / -''%%''v \-OOS� 0,, �% '' - �O SILT FENCE TO BE PLACED AT LIMITS OF
vc " �-/ f DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
10
FOR CLARITY.
00
..- r ✓� r-• / �, / r f - F i WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
r
Vo
0 IN PERMANENT DIVERSION DITCH.
�O • WETLAND INFORMATION BASED ON THE DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
� � � \ "% I\x' I � 7/31/2022 .
�00 / l
- ' I
O PRELIMINARY DISTURBED AREA=40.21 ACRES
TOTAL DISTURBED AREA=77.18 ACRES
r I DITCH PLUG
_ 0 f
LO ✓ o _ -� \� SEE DETAIL 5; SHEET
001
sF pS1f O CE-503
*x
vp0 J \ _
0o1 '� o
yam`
1 O /
7'
SEE DETAIL 1; SHEET CE-502
I
.lt p0 I C7 O
PRELIMINARY LIMITS
OF DISTURBANCE FOR
L� o `�.. -'\ INSTALLATION OF
\� EROSION
CONTROL o`er O
/)I. p WATTLE (TYP) �_,
4 _ , 0
�,00 SEE DETAIL 2; CE-502 �.
V�I�Ii J
'CLOD
° MALINE�
SEE SHEET CE-103
0
J A
STOCKPILE AREA %
••�� /'? I ii.
v
O /
Sl ,
0
GOB a0­1
PRELIMINARY TEMPORARY 50' 0 50' 100'
SEDIMENT BASIN #8 �'
EXCA`✓ATION LIMITS
SCALE: 1"=50' (Horiz.)
1 1
l f
� u
KEY MAP
SCALE: NTS
2 ENLARGED PH-1 EROSION CONTROL 1 LEGEND AND NOTES
S I D B U RY STATION - PHASE 2 DATE: 4/15/2022 SCALE M&C FILE NUMBER
sEA�
\``\1' '/'' ♦ MICE PROJ.# 4245 0023 CE-105
� •A O</''', HORIZONTAL:
'' = vCRETET
' , DRAWN GHS DRAWING NUMBER
�II�
= 9�'� = ��E �-+ NEW HANOVER COUNTY, NORTH CAF�OLINA DESIGNED GHS
1"=50'
S 50 243 North Front Street =a ►7s VERTICAL: 14
I' • 025503 = Wilmington, North Carolina 28401 ♦ ♦ PROD.MG RAM N/A
J.MGR. RAM
�i''•:,'VGIN6.-''Q�":� Phone: [phone], Fax; [phone]
cti s ENLARGED PH-1 EROSION CONTROL STATUS:
FINAL DESIGN - NOT RELEASED REVISION
, �Rpl'A„`M`��`� License F-1222
REV.NO. DESCRIPTIONS DATE n
REVISIONS www.mckimcreed.Com
FOR CONSTRUCTION

1
� PHASE 2 CONSTRUCTION SEQUENCE LEGEND
1. BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING AND GRUBBING TEMPORARY CONSTRUCTION ENTRANCE
OPERATIONS, ROUGH GRADING OF THE SITE AND INSTALLATION OF THE STORM WATER COLLECTION
LIMITS OF DISTURBANCE LOD
- -- SYSTEM.
TEMPORARY SILT FENCE SF
2. MAINTAIN MEASURES FROM PHASE 1 AS SHOWN IN THIS PHASE 2 SEDIMENT AND EROSION CONTROL
DRAWING.
TEMPORARY DIVERSION DITCH >TDD---
- ' ��--
TEMPORARY SILT FENCE(SF 1) 3. REMOVE MEASURES FROM PHASE 1 AS SHOWN. THIS INCLUDES TEMPORARY DIVERSIONS. STABILIZE
-�' THESE AREAS ACCORDING TO THE STABILIZATION MEASURES REQUIRED HEREIN. CLEAN WATER DIVERSION DITCH >CWD
--- �- '���- ��P➢
_. SEE DETAIL 1;CE 501 —'
4. INSTALL INLET PROTECTION AS SHOWN IN THE PHASE 2 PLAN AND CONSTRUCTION DETAILS. WATTLE/CHECK DAM
5. COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
'�l ' RIPRAP OUTLET PAD
6. UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND OVERALL SITE
DISCHARGE PIPE
STABILIZATION.
7. REMOVE THE SEDIMENT AND EROSION CONTROL MEASURES. FAIRCLOTH SKIMMER
\ ` .m
8. REFER TO G-002 FOR EROSION AND SEDIMENT CONTROL NOTES AND MAINTENANCE PLAN. DITCH TO BE FILLED
1, I
TEMPORARY SILT FENCE( F )E S 1
- SEE DETAIL 1•CE-501
EXISTING WETLANDS
x
PROJECT BOUNDARY •— —•— —•
s.
SEE DETAIL 1;CE-501 NOTE.
SILT FENCE TO BE PLACED AT LIMITS OF
— � SOD RpAph. 40 DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
OVERALL LIMITS I
7 oPpE,
FOR CLARITY.
OF DISTURBANCE WATTLE C CHECK DAMS TO BE PLACED EVERY 200 LF
og •TSB-8 u" IN PERMANENT DIVERSION\ SKIMMER AND OUTLET ON DITCH.
STRUCTURE(TYP.) WETLAND INFORMATION BASED ON THE DELINEATION
A SEE DETAIL 5;CE-502
PROGRESS SKETCH -WETLANDS FLAGGED AS OF
I .; 11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
� F ^
TSB-7 O� PHASE 1 DISTURBED AREA=47.83 ACRES
PHASE 2 DISTURBED AREA= 77.18 ACERS
TEMPORARY CONSTRUCTION ENTRANCE SKIMMER AND OUTLET 7.
TOTAL DISTURBED AREA=77.18 ACRES
SEE DETAIL 2;CE-501
STRUCTURE(TYP.) I ,y
SEE DETAIL 5;CE-502 0 FEEDER TO ISLAND CREEK
SF 1 y ;, (JURISDICTIONAL STREAM)
SEE DETAIL 1;CE-501
TEMPORARY SILT FENCE
V — SEE DETAIL 1;CE-501
6 I -
/ I
I
OVERALL LIMITS
OF DISTURBANCE
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2;CE-501
SF 3
--_ SEE DETAIL 1;CE-501
OVERALL LIMITS
OF DISTURBANCE
I J
9
now I t
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN
SF 2 IN PLACE
` SEE DETAIL 1;CE-501 ELL
00
ROADI I
N
0
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2;CE-501 t TSB-6
TSB-5
In
I
_ SKIMMER AND OUTLET
STRUCTURE(TYP.)
SEE DETAIL 5;CE-502
y ` �
150' 0 150' 300'
SF 3
•. SEE DETAIL 1;CE-501 SCALE: 1"=150' (Horiz.)
l .z —
SF 2 LAST WATTLE TO BE A 6-WATTLE PYRAMID:3 WAT—_ES ON
SEE DETAIL 1;CE-501 w SF THE BOTTOM:2 WATTLES ON TOP OF THAT.AND A S 'JGLE
SF WATTLE ON TOP OF THAT
SKIMMER AND OUTLET V µ uv
STRUCTURE(TYP.) RIPRAP OUTLET -
SEE DETAIL 5; CE-502 PROTECTION(TYP.) RIPRAP OUTLET
SEE DETAIL 3:CE-502 ='ROTECTION(TYP.)
-=DETAIL 3;CE-502
KEY MAP
SCALE: NTS
2 OVERALL EROSION CONTROL PLAN PHASE 2 1 LEGEND AND NOTES
SEAL SEAL
IIII SIDBURY STATION - PHASE 2
DATE: 4/15/2022 SCALE M&C FILE NUMBER
�( •A OC �'%, MICE PROJ.# 4245-0023 CE-200
GHS DRAWING NUMBER
•°•• NFIQA4&CRIELU Q H DRAWN HORIZONTAL:
S AL 13*P&'pH0
NYSE
- NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS 1,.=150'
025503 _ 243 North Front Street = = =— CHECKED RAM VERTICAL. 14. 1
Wilmington,(910)34 -1M,Carolinaax: (901 ' OVERALL EROSION CONTROL PLAN N/A
•"•FNGINEF''q- • /� PROJ.MISR. RAM
y ; �c •.• o� Phone: [phone], Fax: (910)25'I �c
y� •••••.••.•M� PHASE 2 FINAL DESIGN — NOT R
., Rp A., ,� License:F-1222 RELEASED
STATUS: REVISION
REV.NO. DESCRIPTIONS
REVISIONS l Q�l www.mckimcreed.co^-
FOR CONSTRUCTION

LEGEND
MATC H L I N E TEMPORARY CONSTRUCTION ENTRANCE
SEE SHEET CE-109 LIMITS OF DISTURBANCE LO
( 1 / ��"'` -___, „,_af ` , "` i p TEMPORARY SILT FENCE SF
J
\� '/rfl �l 'l J } r TEMPORARY DIVERSION DITCH aTDD---
E
E
CLEAN WATER DIVERSION DITCH �-CWD
WATTLE/CHECK DAM
RIPRAP OUTLET PAD a
O DISCHARGE PIPE
I I 18: ;r f c
FAIRCLOTH SKIMMER
4o DITCH TO BE FILLEDI
X EXISTING WETLANDS �
14/
� `L
I' I I I D L o PROJECT BOUNDARY
I Obi
7 %
° - NOTE:
cr � X - ---x ---- —
I O SILT FENCE TO BE PLACED AT LIMITS OF
.j DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
01
FOR CLARITY.
I I r LOD � LOD LOD LOD LOD LOD LOD LOD
cn� SF SF— SF SF SF WATTLE/CHECK DAMS TO BE PLACED EVERY 200 LF
T
IN PERMANENT DIVERSION DITCH.
WETLAND INFORMATION BASED ON THE DAVEY
I RESOURCE GROUP WETLAND MAP DELINEATION
1 INLET PROTECTION -�°— (SF 2)
(TYP) SEE DETAIL 1; 7/31/2022 .
SHEET CE-501
17
PRELIMINARY DISTURBED AREA=40.21 ACRES
11 Q i TOTAL DISTURBED AREA =77.18 ACRES
I INLET PROTECTION
(TYP)
40 m
ROAD m
— (50' P.U.E.)
nZ
39 M m
TEMPORARY CONSTRUCTION '
x
ENTRANCE O
p 1 SEE DETAIL 2; CE-501
i
I I
40
(SF 2)
SEE DETAIL 1;
SHEET CE-501
I
I
I
I
I
I
I N
i
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
39
ROAD M
39
6 (SF 2) 50' 0 50' 100,
SEE DETAIL 1;
SHEET CE-501
SCALE: 1"=50' (Horiz.)
I
OVERALL LIMITS OF
DISTURBANCE
�Er
QQ Y
i �
39cvf SF cF 1� SF
35
I 32
j 35
KEY MAP
SCALE: NTS
2 ENLARGED PH-2 EROSION CONTROL 1 LEGEND AND NOTES
77' S I D B U RY S TAT I O N - PHASE 2 DATE: 4/15/2022
SEAL SCALE
M&C FILE NUMBER
A 04��'% NVKIM&CREED
MCE PROJ.# 4245-0023 E-106
DRAWN GHS DRAWING NUMBER
HORIZONTAL:
• SAL = lj*P&*HO NEW HANOVER COUNTY, NORTH CAR
OLINA DESIGNED GHS
025503NYS= VERTICAL:
_ 243 North Front Street -- CHECKED RAM 15
? Wilmington, North Carolina 28401
PROJ.MGR. RAM N/A
�i••':FtiGINE��°°Q�" Phone: [phone], Fax:
°' °•••• ''M�°. � ENLARGED P H-2 EROSION CONTROL 01
RD A. License F-1 STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV NO DESCRIPTIONS - - 1 www.mckimcreed.com FOR CONSTRUCTION
REVISIONS �V�

MATCHLINE LEGEND
SEE SHEET CE-108
r TEMPORARY CONSTRUCTION ENTRANCE
iO LIMITS OF DISTURBANCE LOD
p TEMPORARY SILT FENCE SF
I
INLET PROTECTION
(TYP) r TEMPORARY DIVERSION DITCH >TDD
0 --
pp CLEAN WATER DIVERSION DITCH ------>CWD
ILL WATTLE/CHECK DAM
IIJ co I
r
40 0o RIPRAP OUTLET PAD a
DISCHARGE PIPE
*p FAIRCLOTH SKIMMER
40 pp DITCH TO BE FILLED �_V1
` ( —
EXISTING WETLANDS
p
SEE DETAIL 1; p
SHEET CE-501 PROJECT BOUNDARY ■ —
I
0 NOTE:
_71 7
Q_ Lu SILT FENCE TO BE PLACED AT LIMITS OF
Ioil 4 DISTU
CRAB TYE AND HAS BEEN SHOWN AS AN OFFSET
0 p
o 0 WATTLE/CHECK DAMS TO BE 0
p IN PERMANENT DIVERSION DITCH.
PLACED EVERY 200 LF
WETLAND INFORMATION BASED ON THE DAVEY
0 of
s I � RESOURCE GROUP WETLAND MAP DELINEATION
I 1131 "i' 7/31/2022 .
Q p
p PRELIMINARY DISTURBED AREA=40.21 ACRES
TOTAL DISTURBED AREA=77.18 ACRES
I
Cfl
p
r
W UJ
zU
_j p
2W zui
F— W o -
CD
< U) I � u') U o
LLI SKIMMER AND OUTLET
uj I STRUCTURE (TYP) I
(n SEE DETAIL 5; CE-502 I O
�o
p
I
Grp
0 I pp
� ° o0
.l
U-
OVERALL LIMITS OF DISTURBANCE
p
39 F p
(SF 3)
4o SEE DETAIL 1; IN
SHEET CE-501
Cn
Cn pr
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
39
AD P _
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
50, 0 50' 100,
(SF 3) LAST WATTLE TO BE A 6-WATTLE
SEE DETAIL 1; PYRAMID; 3 WATTLES ON THE BOTTOM, SCALE: 1"=50' (Horiz.)
SHEET CE-501 2 WATTLES ON TOP OF THAT, AND A
SINGLE WATTLE ON TOP OF THAT. SF r0
1 � �
3F SF SIF S SF SF SF SF SF SF SF SF SF SF SF
PROTECTION AP OUTLET RIPR _ _ _
CTION (TYP)
RIPRAP OUTLET RIPRAP OUTLET
SEE DETAIL 3; CE-502 PROTECTION (TYP) OVERALL LIMIT OF PROTECTION (TYP)
SEE DETAIL 3; CE-502 DISTRURBANCE SEE DETAIL 3; CE-502
KEY MAP
SCALE: NTS
2 ENLARGED PH-2 EROSION CONTROL
'I LEGEND AND NOTES
777' // — - S I D B U R 1 t.)TAT I O N PHASE M&C FILE NUMBER
SEAL SEAL C _ DATE: 4/15/2022 SCALE
\\11j1 III' CE-107
A
°°�� .. ��/ '�'',� v - MICE PROJ.# 4245-0023
• S / v FKW&CREED DRAWN GHS HORIZONTAL: DRAWING NUMBER
oe
9``� 13*R*HO N _ NEW HANOVER COUNTY NORTH CAR®LINA DESIGNED GHS 1"=50'
S AL _ '1V a �� - ,
025503 = 243 North Front Street CHECKED RAM VERTICAL: 16
Wilmington, North Carolina 28401
�;�i• ti NGINE�� Q�:� PROJ.MGR. RAM NIA
�, .,... .. .,. � � Phone: [phone], Fax: [phone]
RD A. M,,. ENLARGED PH-2 EROSION
� I OS ON CONTROL FINAL DESIGN - NOT RELEASED
License:F-1222
,���/llllllllll`
STATUS: REVISION
REV.NO., DESCRIPTIONS DATE Q Q
REVISIONS 7 T www.mckimcreed.com FOR CONSTRUCTION

MATCHLINE LEGEND
SEE SHEET CE-110
TEMPORARY CONSTRUCTION ENTRANCE
L�------- _ I411111111111
LOD LOD � O, �L D r LOD � LOD � LOD � LOD � LOD
PM
L.O LIMITS OF DISTURBANCE LOD
�� SF SF SF SF SF �p0
---"""�- 41 TEMPORARY SILT FENCE SF
sF <p0
_ ROAD(50' P.U. <p TEMPORARY DIVERSION DITCH >TDD--
O
CLEAN WATER DIVERSION DITCH ----CWD
(SF 4)
41 SEE DETAIL 1;
I O WATTLE/CHECK DAM
SHEET CE-501 \
I - RIPRAP OUTLET PAD a
06
DISCHARGE PIPE
w \ �p FAIRCLOTH SKIMMER
Q
DITCH TO BE FILLED
`~ �p EXISTING WETLANDS
N PROJECT BOUNDARY —
�
SKIMMER AND OUTLET <p0
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502 O NOTE:
• SILT FENCE TO BE PLACED AT LIMITS OF
RIPRAP OUTLET rp DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
LL PROTECTION (TYP) p
FOR CLAITY.
SEE DETAIL 3; CE-502 WATTLE RCHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
- 0 WETLAND INFORMATION BASED ON THE DAVEY
rp RESOURCE GROUP WETLAND MAP DELINEATION
p 7/31/2022 .
..g.
�S� �S �S �g ' �S �S �S =IS �S JS �S
_ PRELIMINARY DISTURBED AREA=40.21 ACRES
As TOTAL DISTURBED AREA=77.18 ACRES
IF r—
(SF) 41
41 err '� SEE DETAIL 1; 40
LJ ' SHEET CE-501 p
� Il
FEEDER TO ISLAND CREEK
I I II: ❑ 0
INLET PROTECTION OVERALL LIMITS OF DISTURBANCE
0') (TYP)
O
w W I 39
—j
= W ROAD L —
(50' P.U.E.)
Q = i I o
39
lJ..l ,.
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AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
s �r
40
40
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Z W
0 °o
to o
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0
50' 0 50' 100,
Zt
39 SCALE: 1"=50' (Horiz.)
I
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(50' P.U.E.) — — — — — —
-
I 39 F '97
a
MATCHLINE
SEE SHEET CE-107
KEY MAP
SCALE: NTS
2 ENLARGED PH-2 EROSION CONTROL 1 LEGEND AND NOTES
aEAL S I D B U RY STATION PHASE 2 SCALE M&C FILE NUMBER
_ DATE: 4/15/2022
A 04 MCE PROJ.# 4245-0023 CE-108
S �'•• / ,% ® H DRAWN GHS HORIZONTAL: DRAWING NUMBER
�`,NFICM&CREED
U*P&*HO ' _ NEW HANOVER COUNTY, NORTH CA�ROLINA DESIGNED GHS 1°_50'
S AL 2 = �a—i
025503 - 243 North Front Street �� ►�� 17
CHECKED RAM VERTICAL:
Wilmington, North Carolina 28401 •
�,'•.:�,�GINE�;�°�Q �� Phone: [phone], Fax: [phone] PROJ.MGR. RAM N/A
,,h'gRp••A Ma,`�% License:F_,222 �� s `� ENLARGED PH-2 EROSION CONTROL STATUS: REVISION
,,,,,111110"'. FINAL DESIGN - NOT RELEASED
REV.NO. DESCRIPTIONS DATE T Y 11
1 V�� www.mckimcreed.com FOR CONSTRUCTION
REVISIONS

LEGEND
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE OM
TEMPORARY SILT FENCE
SF—
SEE DETAIL 1;
SHEET CE-501 TEMPORARY DIVERSION DITCH >TDD—
X-po CLEAN WATER DIVERSION DITCH �-C WD
WATTLE/CHECK DAM
O OVERALL LIMITS OF DISTURBANCE
Oj \ RIPRAP OUTLET PAD
DISCHARGE PIPE
O ` FAIRCLOTH SKIMMER
O INLET PROTECTION DITCH TO BE FILLED
o
O (TYP) �� EXISTING WETLANDS y
iA
��5'1/ PROJECT BOUNDARY
,70 NOTE:
Qo SKIMMER AN
D OUTLET . SILT FENCE TO BE PLACED AT LIMITS OF
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502 ` DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
OD o AO FOR CLARITY.
­0 7� PETLE I CHECK RMANENT DI DITCH.
DVERSIONAMS TO BE PLACED EVERY 200 LF
IN
G
WETLAND FORMATION BASED ON THE DAVEY
RIPRAP OUTLET RESOURCE GROUP WETLAND MAP DELINEATION
PROTECTION (TYP) 7/31/2022 .
Op SEE DETAIL 3; CE-502
�o
PRELIMINARY DISTURBED AREA=40.21 ACRES
TOTAL DISTURBED AREA=77.18 ACRES
O
is JS �`' -is is
O
\ �� �C
40
1\ °0
\ \� TEMPORARY
FENCE
DETAIL 1;
SHEET CE-501
41
TEMPORARY CONSTRUCTION
ENTRANCE l
SEE DETAIL 2; CE-501CD
IT
\'
�.
� a f (SF 1) - 2 �
O (SF 1) SEE DETAIL 1, — — — — IT
OJ SEE DETAIL 1; SHEET CE-501
/ SHEET CE-501 _
0 Z
J'
licll
... O s Qp _ O
00 N
01
i
o �!
O
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Op
tL(—
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50' 0 50' 100,
TEMPORARY CONSTRUCTION w-
( ) SCALE: 1"=50' Horiz.
ENTRANCE _ r-�--""�_ ;�`°,� SEE DETAIL 1; ( )
SEE DETAIL 2; CE-501 �� SHEET CE-501
\\ O �441 39 —
KEY MAP
SCALE. NTS
2 ENLARGED PH-2 EROSION CONTROL 1 LEGEND AND NOTES
AL SEAL
A S I D B U RY STATION PHASE 2 DATE: 4/15/2022 SCALE M&C FILE NUMBER
'' v MCE PROJ.# 4245 0023 CE-109
S /••• v CREED DRAWN GHS HORIZONTAL: DRAWING NUMBER
Q
1u *1ft*H0 N@)
NEW HANOVER COUNTY, NORTH CAROLI DESIGNED GHS 1"=5°'
S AL -
- - — NA
025503 = 243 North Front Street == _ -- VERTICAL: 18
lie
CHECKED RAM
Wilmington, North Carolina 28401 'Ior
•'•FtiGINE ,•�•��"�� Phone: [phone], Fax: [phone] '' _ PROJ.MGR. RAM N/A
/VtigRp"A` •M°��'� License:F-1222 S ENLARGED PH-2 EROSION CONTROL
_ _ sTATus: FINAL DESIGN - NOT RELEASED REVISION
www.mckimcreed.com
REV.NO. DESCRIPTIONS
REVISIONS q a'a' FOR CONSTRUCTION

LEGEND
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
TEMPORARY DIVERSION DITCH >TDD-
F-
` CLEAN WATER DIVERSION DITCH --->tiW
/ WATTLE/CHECK DAM
O r RIPRAP OUTLET PAD
DISCHARGE PIPE
op-
00 FAIRCLOTH SKIMMER
NCO y /
DITCH TO BE FILLED
C'-' r,,r.✓/ ter/ / r , / - ' � � ' ® --'' � _1 __
(SF 1) 00 EXISTING WETLANDS
r y
SEE DETAIL 1;
SHEET CE-501
PROJECT BOUNDARY -
OVERALL LIMITS OF DISTURBANCE 0
op�s j NOTE:
�00 - - • SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
^� �� 'F _ • WATTLE/ CHECK DAMS TO BE PLACED EVERY 200 LF
- �Op IN PERMANENT DIVERSION DITCH.
• WETLAND INFORMATION BASED ON THE DAVEY
-% � 731 RESOURCE® GROUP WETLAND MAP DELINEATION
rr-
\'Op ,
PRELIMINARY DISTURBED AREA=40.21 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
00
- O -
y YVL
INLET PROTECTION `'
I (TYP)
r '- �So Aq0 o
*7
177
i!
11
Ti
r
LOD
cf)
41 T
MA LINE _
SEE SHEET CE-108
s
N
ti� i` 41
On
'9
N 41 50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
N
T
a� KEY MAP
SCALE: NTS
2 ENLARGED 1PH-2 EROSION CONTROL 1 LEGEND AND NOTES
SEAL SEAL
SIDBURY STATION - PHASE 2 DATE: 4/15/2022 SCALE NUMBERM&C FILE
e`,j1 I I" J ♦ MCE PROJ.# 4245-0023 CE-110
e••° S ••••• � NFIQM N ( V DRAWN GHS DRAWING NUMBER
� ' v f�CREED
HORIZONTAL:
V • • - •
< ; �`, ®_ NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS 1"=50'
- - 19025503 = 243 North Front Street $ ° �=- CHECKED RAM VERTICAL:
' Wilmington, North Carolina 28401 i PROJ. MGR. RAM N/A
�i'°•.��GINE���°��": Phone: [phone], Fax: [phone]
%C'ti °°•••••••°'' ° s ENLARGED PH-2 EROSION CONTROL
,1,,gR A p , M\`� License:F-1222
STATUS: FINAL DESIGN NOT RELEASED REVISION
REV.NO. DESCRIPTIONS a"-- Q Q
A www.mc►cimcreed.com FOR CONSTRUCTION
REVISIONS 1 1

SITE DATA TABLE
GENERAL INFORMATION
N/F PROPERTY OWNER: RMP SIDBURY ROAD LLC
PARCEL ID: RO1900-001-011-000 N/F
PARCEL ID: R01900-002-004-000,R01900-002-00 -0 0
HARBOWY HELEN C ETAL PARCEL ID: R01200-002-003-000 CURRENT ZONING: R15
N/F ZONING: R-15 SIDEBURY LAND &TIMBER LLC
TOTAL ACREAGE: 75.09 AC(3,270,903 SF)
PARCEL ID: R01900-001-010-003 ZONING: R-15
COHAN JASON ERIN
ZONING: R-15 � .� PROPOSED USE: PERFORMANCE RESIDENTIAL
\ ADDRESS: 6010 SIDBURY RD;6220 SIDBURY RD
N/F y \ BUILDING SETBACKS REQUIRED PROPOSED
PARCEL ID: R01900-001-010-002 1 U
((1 ,� \ PROPERTY PERIPHERY 20' 20'
COHAN JASON ERIN �
50' DRAINAGE EASEMEN
P Q ZONING: R-15 - - �Z DETACHED SINGLE FAMILY
,/' V
� N� DWELLING UNITS 10'SEPARATION 0
\
N/F 133
PARCEL ID: R01900-001-010-004 S G "/ "i
-/-'/-,/' ; ' ; AREA CALCULATIONS
NORRIS DON W FRANCES M
� 20' PERIPHERY
ZONING: R-15 T ®°,• SETBACK(TYP.) ,-/- ,-'� �'....... . RESIDENTIAL USE 75.09 ACRES(3,270,903 SF)
-"'. TOTAL SITE ACREAGE 75.09 ACRES
N/F �-G 01 \ >' �� . ....... .`..� �`'!• ate`♦. . .
PARCEL ID: R01900-001-010-005 \ -/' �_ ! ^/ <:. .. . �. . . ... ..: ' :r :1. . . .
\ -i' ..'.'� - '� _
NORRIS DON W FRANCES M PROPOSED UNITS 222 DU
PHASE LINE (TYP.)----�\ - >. .. . . . .. r. AMENITY
ZONING: R-15 'n '/ , .-... .. ..'} i -, PROPOSED DENSITY 2.96 DU/ACRE
/^ \ • • •• .. • .J "♦ REQUIRED PROVIDED
i
N/F / - ♦,♦ 16. 9 ACRES TOTAL
1 7 T
47
PARCEL ID: R01900-001-010-006 --�,-�- ! ' J';N ' ±731,664 SF
+ + , -�� t..•.•.•...•.•.•...•.•.•.•.•.•.•.•.•.•. `.. ... 469 \. . .. �• �. .. . . .
-+ + +-,+-'+ + + ,::+►• - - -• �� OPEN SPACE REQUIREMENT 6.66 ACRES TOTAL
STEED PERRY C ELIZABETH -�--� - - - +- + +,-+' + + + + + •♦. 471 .03 AC*222 DU=6.66 ACRES ±9.67 ACRES
y.
ZONING: R-15 j-�. + '"+ + + -J - SIDBURY STATION ACTIVE OPEN SPACE=50/•,3.33 3.33 ACRES(ACTIVE) ±421,382 SF
� - 1 467 ® 472 473 (ACTIVE)
1 �- - '''- ../.�. .� 474 ACRES o
265 J-- r - r- Imo• - 475 PASSIVE OPEN SPACE=50/o,3.33 3.33 ACRES
+ `\ \ FUTURE PHASE 3
- 1 • 264 ` ++, r,' .. ... ��::.:.:.:.:.:.:. y \ ACRES (PASSIVE) ±7.12 ACRES
±310,2 2 SF
� 1 ` . . .�.. . .. .. . . . . . .'. . . (PASSIVE)
1,60
,� # 1. __ ` PROPOSED UNITS
+ p Nn 8 • • • P
262 267 —
,� ,r
F ,� + + + + .- • - + + •; 1 .. .. . . . .. • r �/ J TOWNHOMES SINGLE FAMILY
+ + +� +++ I 476 477 478 • _.' .-.\ � "/ PHASE 2 (30'x 120') (60'x 120')
- y
- s--
---� ,-� 464•
260 1 t Or DRAINA�ASEMEN +++
259 1 .11268 + is -- - j+ 1 ---' - �•r• r- - r - �� - �: . -�. TOTAL UNITS 59 163
_ I # + r
- + 4b3• 1 I r__ �� \ WATERS OF THE US TOTAL BEDROOM COUNT(3 PER UNIT) 666
_+ + + +"+_•-F•�..+..+ + + +• �-� -#____ � ram ,✓ ,._-._+ ,,_.�+ r—'f r-� �r r---' i--� �'' r--' r--� —' ,--' I M PACTS TS3•BEor�:kViIT�E'C3'� -
\, 1 I
PHASE 1 \ ,- - + + + + + + + + + �--+_ - ' -�.! � -- ' . ..-.. _.._:�: \'� -
SIDBURY STATION, �70 + + + + + + t T::_ _ - ; _ -
. . . . .
+ . . . . . . . . ..... ". ,:,:_._... . . ... _ 'T �J \. �> STRUCTURE AREA
/ 279 280 .•tea- -- �P°
- PREVIOUSLY PERMITTED + + + 27s 281 282 + 462 I,
71 .:
S UC S
272 t+t+ + db
277 + 1460 459 458 + + . . ............ .. . .�......:�.. . . . . . ..�.
- ' RIGHT OF WAY
-.T__.. . . . . . . . . . . .
+ + 276 • • • • t+ 461 1 i I 457 456 455 454 + + _. . . . . . . . . . . . . . . . -�_.......L II I PROPOSED WIDTH50
-I + + - + + PROPOSED AREA 12.37 ACRES(539,932 SF)
+ + _J • ® + + 453 452 451 450 ' ` I
++++ 274 • / - -/_�---- 1 - • • +++t 449. . 448 447 446 r I I 1
`�-- ® • • • I� , 1 � '
+
j - - '-- - _ 50' DRAINAGE EASEMENT I I
NOTES:
+ + 285
+++ I
•. ` I 1 431 432 433 — — — — -_�J I 1 WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
/ /� \ t+t+ � /, � + . • 49181 I 434 435 436 437 ++++ — — —�—"'------.__.._, SKETCH -WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
I I • + + 438 439 - -
440 - — I LAND MANAGEMENT GROUP.
N/F \ � ' `1 � r 1 I • • • • 441 442 �r
I I � I + + • ® • 443 444 445 ' j ,
I ' ' RMP SIDBURY ROAD LLC �� `� /� �' L 286 I ' ! II I . SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
�; � . • 11 I i _
r DEED BOOK 5617 PAGE �� • • ; I I 1 ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
442 \ i� _ 1
HASE 2
, s 1 , 287 I , I• 0100 AP BOOK 15 PAGE 27 \� ' IN/FM \ + + , TYPICAL SINGLE FAMILY LOT IS 60 x 120', 70 xl2O'AT STREET
9 428 427 4! + + + ' RMP SIDBURY ROAD LLC I I
425 CORNERS.
_ ./ _ / ;�•�.�• ;^�:,. I --__ __- � + 423 I ,� DEED BOOK 5617 PAGE
_ 422 421
_ - 420_ f1918 1i 442
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
�42 343 - ��- ROA _ 417 416 J I MAP BOOK 20 PAGE 89 I LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
I' r ----_ "`'_`--►".� �` II j ,. ki ` . 1 J 289 I 1• 345 346 347 348 1 408 - - ---_—_—_ _—_ --�-" I' I SUBDIVISION ORDINANCE, SECTION 52-9.
344 _ _
AGE EASEMEN I 1 • • • —
� I 1 I 409 410
1 r • I, , 1 411 ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
1 I - 1 �. \\ 1 I I I - - - r / 1 _ I • • . 415
1 I t � � \ ` � -.• ..„ , +-�-+- , •_• �, I � • • I I - DRAINAGE AND/OR UTILITY EASEMENT.
1 . 1/ 291 I + + + + + + I I
1 I I'1 I II I, I 301 • 349 407 .�.+� ` + I I 30 DRAINAGE EASE �T OPEN SPACE LEGEND:
i I 1 _ lI I 1 r • 350 • + -���'+ + + + +lI 1 I I -"--_--_--_- - _ _ - _ ---�J ri, II 1 - - - 1 I' I 1 1 II I1 • - -' r-` - • I I'I 1 4
•• +*
' ','.','.'.+`,`«' '
.L 1 292 • 351 06 . . . . ACTIVE RECREATION SPACE
. . . . . .302 300 340 1 405 �+ + . .352 + . . . .299 298 293
L 297 296 295 393+ + + — 1404 +j f ® 1 � _
303 1' 339 I 1 + + + _ + + 11
_ —- ----� + II + + 92 r
C" • 3
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SIDBURY STATION PHASE 1 _ --_ - 7
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NC DEPT OF W - - _
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TRANSPORTATION - ,� ++ + + + - - _ +++ 369 3731
50° DRAINAGE EASEMEN - _ 371
--� - `
DEED BOOK 3099 PAGE 344 I Q
20' PERIPHERY
I O_ N/F SETBACK (TYP.) _ _ _
- _
CORBETT INDUSTRIES
w W --
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338 �— STORMWATER Q I Q
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C-900 WATER MAIN (TYP.) +
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•

1
1 PLANT SCHEDULE
TREES BOTANICAL/COMMON NAME
_ O QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
N! ' ULMUS PARVIFOLIA 'ALLEE'
y e / ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL/COMMON NAME
a
VEGETATIVE SHELF PLANTING
m^- ROAD ry
— —' 50P.UE.) - NOTES:
— — --` -ALL STREET TREES LOCATED ON PRIVATE PROPERTY
—' — -' --' - STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT
ALL
- —
24-QUE VIR
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REV.NO. DESCRIPTIONS - p 1 1
STATUS: FINAL DESIGN NOT RELEASED REVISION
REVISIONS 7 Q 0�0� www.mckimcreed com
FOR CONSTRUCTION

SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. NOTE: NOTE: STEEL POSTS 2 FT IN
GROUND. /
THE CRITICAL ROOT ZONE(CRZ)OF A TREE IS CROWN OF THE TREE IS NEEDED FOR LEAF
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH WHERE THE MAJORITY OF A TREE'S ROOTS LAY. GROWTH TO PRODUCE OXYGEN,FILTER
85%OF MOST TREE ROOTS ARE FOUND IN THE TOP THE AIR,REDUCE WIND AND SOFTEN NOISE.
AND UNIFORM. 24"OF THE SOIL AND SUPPLY THE MAJORITY OF DO NOT DISFIGURE CROWN WITH
NUTRIENTS AND WATER.GENERALLY,ROOTS INTENSIVE PRUNING. MAX.4-FT
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SPREAD OUT 2-3X THE HEIGHT OF THE TREE. Q
GA
BELOW*). O
5. CONTINUE TILLAGE UNTIL A WELL- PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO - 19-GAUGE&0.25"MESH
OPENING HARDWARE CLOTH J
6 INCHES DEEP. �;, - EXTENDS MIN.2 FT ABOVE Q �Oh'Mgy6
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR } GROUND.
t � � _ � �
CULTIPACK AFTER SEEDING. ,� '/ ► moo Q F,I,G, �e��qc
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. �
�Y� c tii
� c°FAgtio °°
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL r ry �10,
c e��
OG °
LIME, FERTILIZER AND SEEDING RATES. ORANGE SAFETY FENCE
CRZ if OR ORANGE SILT FENCE
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER I (TYPICAL) NCDOT#5 OREI HEIGHT OF 16"WASHED STONE
H
PLACED TO A HEI 6"
� P P P
PERMANENT COVER IS ESTABLISHED. MINIMUM ABOVE TOP OF BOX
DBH ,� @ 2:1 SLOPE.
10. APPLY: �
AGRICULTURAL LIMESTONE-2 TONS/ACRE s'MIN
NOTES: ® o P
FERTILIZER- 1000 LBS/ACRE (10-10-10) _F 1. DRIVE 5-FOOT STEEL POSTS(1.25 lb/If steel)2 FEET INTO THE GROUND 2"-3"COARSE
SUPERPHOSPHATE -500 LBS/ACRE (20%) SURROUNDING THE INLET.SPACE POSTS EVENLY AROUND THE PERIMETER OF AGGREGATE OR
MULCH -2 TONS/ACRE (SMALL GRAIN STRAW) THE INLET,A MAXIMUM OF 4 FEET APART. #4 STONEIS
P a
ANCHOR-ASPHALT EMULSION AT 450 GAL/ACRE 8'MAX 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A
1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE
TREE PROTECTION NOTES: NOTES: TOP, MIDDLE,AND BOTTOM FOR A MIN.2 FEET ABOVE THE GROUND. PLACING A
1. PROTECT CRITICAL ROOT ZONE(CRZ)OF TREES PRIOR TO CONSTRUCTION.CLEARLY 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND
1. NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ.BARRIER SHALL REMOVAL IS RECOMMENDED.
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
SHOWN ON THE PLANS. [18-457(b)] 2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT(DBH). 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ,AT LEAST 12"OF MULCH AND/OR LOGGING ELEVATION OF THE STRUCTURE MUST BE AT LEAST FROM
LOWER THAN THE
2. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN SURROUNDING GROUND ELEVATION INTENDED
INLET;
FROM THE INLET TO ENSURE
THIS ZONE. THAT STORM FLOWS GET INTO THE INTENDED INLET;UNLESS OTHER
[18-458] 4.WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO SEDIMENT-CONTROL DEVICES ARE INSTALLED TO TEMPORARY CONSTRUCTION ENTRANCE
AVOID DAMAGE TO THE ROOTS.ALTERNATE CONSTRUCTION METHODS,SUCH AS A PREVENT OFF-SITE SEDIMENT RUNOFF. SCALE: NTS
3. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE REINFORCED SIDEWALK,SHALL BE IMPLEMENTED AS NECESSARY, ALTERNATE MEASURE:
PROTECTION REQUIREMENTS AND METHODS. [18-457(d)] 5. FOR ALL TREES,CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK IS PROHIBITED.DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE THE USE OF A PYRAMID SHAPED STEEL STRUCTURE OR PID
4. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING ALLOWED TO PARK UNDER TREES.NO MATERIALS OR EQUIPMENT SHALL BE STORED CAN BE USED AS AN ALTERNATE MEASURE DEVICE. CONTACT
AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING BENEATH TREES.DAMAGING THE BARK WITH LAWNMOWERS,CONSTRUCTION EQUIPMENT,OR
ANYTHING ELSE IS PROHIBITED.CONTRACTOR SHALL REPAIR DAMAGE TO TREES. TRIANGLE STORM WATER SOLUTIONS OR OTHER MANUFACTURERS.
OF MATERIALS WILL OCCUR IN THOSE 6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP 8'MAX.STD.STRENGTH FABRIC W/WIRE FENCE
AREAS. [18-458] WORK ORDER AND FINE OF$500/DAY.DISTURBANCE OTHER THAN THAT ALLOWED ON THE 6'MAX.STD.STRENGTH FABRIC W/O WIRE FENCE
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS MITIGATION.
TOP STRAND MIN.#14 GUAGE
BEEN INSTALLED AND APPROVED. [18-458]
.#14 AGE
6. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)]AND ANY TREES IN ANY REQUIRED ST AND I INE WIES MI
BUFFERS [18-456(b)]ARE REQUIRED TO BE RETAINED.
B TTOM TRAN MIN.# 4 GUAIbE
8 GENERAL NOTES SCALE: NTS 6 TEMPORARY TREE PROTECTION SCALE: NTS 4 TEMPORARY INLET PROTECTION SCALE: NTS /5
STEEL POST \ j
GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS
8
PERIMETER DIKES,SWALES, DITCHES MAX NOTES:
f�f
7 DAYS NONE VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR CD MAXIMUM
WIRE FENCE(IF USED)SHALL BE MINUMUM 14 GAUGE WITH A
AND SLOPES
WARNING SIGN WIRE TIES iv MAXIMUM MESH OPENING OF 6-INCHES.
Z 2.SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF
N QQ�' POLYOLEFINS OR POLYESTER,WHICH IS CERTIFIED BY THE
HIGH QUALITY WATER ZONES 7 DAYS NONE " " 1-7-� -�
TREE PROTECTION AREA ❑ GROUND LINE q
❑ DO NOT ENTER ❑ 5�f/�
IF SLOPES ARE 10 FT OR LESS IN LENGTH AND ARE ZONA PROTECTORA PARR MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
�� \�� REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN
SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED ❑❑ LOS ARBOLES ❑
PROHIBIDO ENTRAR \�j�/� ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO
❑❑ El
ASTM D 4355.
7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH GRADE
❑ ❑❑❑ a �j�j�,�j 3.SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
AND WITH SLOPES STEEPER THAN 4:1 7 DAYS FOR -III= III - - IIII=�( 1111= -IIII 1 1�=11111 Ifs IVI-IIII 1 lu111101 TOP VIEW SILT FENCE o �\ INSTALLING SEDIMENT FENCE USING THE SLICING METHOD
SLOPES 3:1 TO 4:1 14 DAYS PERIMETER DIKES,SWALES, DITCHES,PERIMETER
SLOPES AND HQW ZONES -10 DAYS FOR FALLS
POST o iv � \��\��\��\� MACHINERY.
LAKE WATERSHED NOTE N ��1X���������
II ORANGE,UV RESISTANT STRUCTURAL STONE SHALL BE
III HIGH-TENSILE STRENGTH IIII (CLASS "B") STONE FOR EROSION
-7 DAYS FOR PERIMETER DIKES,SWALES,DITCHES, STEEL POST POLY BARRICADE FABRIC(TYPICAL) CONTROL PURPOSES. SEDIMENT f
\�AREAS WITH SLOPES FLATTER THAN 14 DAYS PERIMETER SLOPES AND HQW ZONES -10
FRONT VIEW CONTROL STONE SHALL BE NO. I I � 4"X 8"'TRENCH LINED W/12"OF FABRIC�\� AND COMPACTED FILL ON TOP
DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS
4:1 5 OR NO. 57 STONE. 2'
ZERO SLOPE I WARNING SIGN
ORANGE, UV RESISTANT
HIGH-TENSILE STRENGTH I I
POLY BARRICADE FABRIC(TYPICAL)
PERMANENT SEEDING `" "
SILT FENCE SILT FENCE Drainage Length Acre 0.25 Acre
GRASS TYPE AMOUNT/ TIME OF SEEDING INITIAL
I
1000 S.F. 40" 1 6 SILT FENCE No. Area per 100 ft per 100 ft
BERMUDA, 1-2 LBS. APRIL-JUNE 25 LBS. 10-10-10
F� IN. ac ft YES/NO
COMMON
TALL JUNE-AUGUST o TREE PROTECTION AREA �� 1 T +. I SILT FENCE
2 F I
FESCUE,
(KENTUCKY 31) 5-7 LBS FEB.-OCT. 25 LBS 10-10-10 N DO NOT ENTER
I i- I SF 1 6.10 3283 0.19 YES
SERICEA ZONA PROTECTORA PARA 1s"
SF 2 4.55 1823 0.25 YES
LESPEDEZA 1-2 LBS MARCH-APRIL 25 LBS 10-10-10
LOS ARBOLES STRUCTURAL 1'- 6" SF 2 0.94 1382
(SLOPES PROHIBIDO ENTRAR
STONE MIN 0.07 YES
SIDE VIEW WARNING SIGN DETAIL SEDIMENT SF 4 1.87 1038 0.18 YES
TEMPORARY SEEDING NOTES: STONE SILT FENCE SHALL FRONT VIEW
GRASS TYPE AMOUNT/ TIME OF SEEDING INITIAL 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE REMAIN IN PLACE AND
1000 S.F. PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. BE FOLDED OVER TO
RYE GRAIN 1-2 LBS. APRIL-JUNE 25 LBS. 10-10-10 2.WARNING SIGNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. LETTERS TO BE 3" ACCOMMODATE OUTLET.
HIGH,MINIMUM,CLEARLY LEGIBLE AND SPACED AS DETAILED.
BROWNTOP MILLET 1-2 LBS JUNE-AUGUST 25 LBS 10-10-10 3.SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR
TREE PROTECTION AND 50'ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS
THAN 100'IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA.
NOTE (G.S. 113A-57 (2)) 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE
AND SIGNS THROUGHOUT DURATION OF PROJECT.
5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON,BASED ON ACTUAL FIELD
HAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER CONDITIONS.
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION
OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
7 SEEDING AND STABILIZATION SCALE: NTS 5 TREE PROTECTION SIGNAGE SCALE: NTS 3 SILT FENCE OUTLET SCALE: NTS TEMPORARY SILT FENCE SCALE: NTS
SEAL SEAL
III I111
A v IDBURY STATION - PHASE 2
DATE: 4/15/2022 SCALE M&C FILE NUMBER
•• .. / '''�, MICE PROJ.# 4245-0023 -501
C
•°• , ° vNfj<jM&CREED1D*PrH0 DRAWN GHS DRAWINGE NUMBER
Q HORIZONTAL:
0S AL 25503 = 243 North Front Street NYSE NEW HANOVER COUNTY, NORTH CAFOLINA DESIGNED GHS N/A
_ - CHECKED RAM VERTICAL: 59
Wilmington„ North Carolina 28401 • N/A
�i °•:,NGIN�� °��",� Phone: [phone], Fax: [phone] 10 PROJ.MGR. RAM
��''cygRo°'A' 0�0 License:F-1222 0°° � EROSION CONTROL DETAILSgo
,
11
STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV.NO. DESCRIPTIONS 'GATE � Q
REVISIONS 7 www.mckimcreed.com FOR CONSTRUCTION

WATER ENTRY UNIT GENERAL NOTES: "
WITH TRASH SCREEN 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE . I?K
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN =�
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD `
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. - gee Insort A
•O 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. PIPE OUTLET TO FLAT AREA
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT NO WELL-DEFINED CHANNEL #
MANNER. La
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT o�
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. Q�Qp C� MATTING BACK
SCHEDULE 40 PVC PIPE Agate A SECURE WATTLE
(BARREL OR ARM) EARTHEN EMBANKMENT -- �CC2C� WITH UPSLOPE AND SLOPE
MAXIMUM HEIGHT OF FLOAT WHEN NO ado do VVC7 DOWNSLOPE STAKES
EMERGENCY SPILLWAY OTHER STORM WATER DISCHARGE D� p AND STAPLES.
OPENINGS EXIST
(MAJOR STORM EVENT)
FLEXIBLE HOSE
NON-WOVEN FILTER NCDOT CLASS B(d50=8")
FLOAT PLAN FABRIC EROSION CONTROL STONE
INVERT OF LOWEST STORM ON A LAYER OF 4"NCDOT#5 =.'
GRATE WATER DISCHARGE OPENING PPE VENT OR#57 STONE I-
(MINOR STORM EVENT)
TOP VIEW FLOAT NOTES: -!
FLEXIBLE HOSE MUST BE Ali=lil-111e111 1 THE WATERRELY TO I-=
PVC VENT PIPE STORM WATER 1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THEI 2'UPSLOPE&
DISCHARGE DISCHARGE OPENING CHANNEL BANKS TO AN ELEVATION F 6"ABOVE THE MAXIMUM DOWNSLOPE STAKES,TYP.
OPENING TAILWATER DEPTH OR TO THE TOP OF THE BANK,WHICHEVER IS LESS.
OUTLET PIPE
MIN. 10 LF EXCELSIOR MATTING
-_ = 2'MIN.ON UPSLOPE
OUTLET RIPRAP APRON NOTES: AND 8'MIN.ON DOWNSLOPE
= THICKNESS LENGTH WIDTH 1.USE MINIMUM 18"DIA.EXCELSIOR WATTLE.
H 1.4 X DEPTH DIAm
FLEXIBLE HOSE ) ) ZONE D50(in) CLASS Dmax(in) (in) (ft) (ft) 2.USE 2"x2"WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
-
L
NUMBER (� ) Q(cfs V(fps)
I- TO THE OVERFLOW POND#5 24 32.59 10.37 2 12 Class B 12 18 12 6 AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
MMerasr covonr APPLES
POND#6 24 10.87 3.46 1 10 Class A 6 9 8 6 3.STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
WATER ENTRY UNIT I I BOTTOM OF THE SWALE.
SCHEDULE 40 PVC PIPE POND#7 24 11.36 3.62 1 10 Class A 6 9 8 6
II (BARREL OR ARM)
=I POND#8 24 19.48 6.20 2 10 Class B 12 18 12 6
_ CWDD 36 41.6 3.46 2 12 Class B 12 18 18 9
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET J. W. FAIRCLOTH & SON INC.
WWW.FAIRCLOTHSKIMMER.COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN OFAIRCLOTHSKI MMER.COM
rj FAIRCLOTH SKIMMER SCALE: NTS 3 RIPRAP OUTLET PROTECTION SCALE: NTS 2 CHECK DAM / WATTLES SCALE: NTS
TOP OF DAM
(8'MIN WIDTH) #57 STONE CHECK DAM
6"TOP WIDTH, 12"TALL 2' MIN
BAFFLES(3) CMP RISER SIDE SLOPES 2:1
SKIMMER COMPACTED
(SEE DETAIL) EMERGENCY
3:1 SLOPES WATER LEVEL SPILLWAY POSITIVE GRADE 1.0%MAX.
_ f DURING STORM UPSLOPE TOE
-------------------- .1 SLOPES - WATER FLOW EN
SEDIMENT LAD
I I Ibl k� 18„ GRADE
. _ . _ . _ . _ . - . _ . _ .. .. . . . . . _ . _ . ._ . _ . _ . _.. ._ _ . _ . - .-• - • - • - • - • - • - •- • - • - • -• - • - • - . . . . . . . . . . . . . . SLOPES
3•
SIDE SLO
INLET ZONE: FIRST SECOND --OUTLET ---- -__ EARTH DAM 2.1 MAX
----------- ----- ---Z`ELZ 56T--- -- -�5a/o --- - ---- \ \ \ \ i�ZELZ: '20iV.
WIDTH
i r I-I I I-rl I-FT I I I-I I
STAKE-WITH MARKER AT
SEDIMENT CLEAN OUT DEPTH 2:1 SLOPE(MAX)
SEDIMENT
STORAGE OUTLET BARREL FILL SLOPE -STABILIZE DIVERSION DITCH WITH #57 STONE CHECK DAM CROSS SECTION
6"MIN INVERT ELEVATION (SEE PLANS FOR TEMPORARY SEEDING AND EROSION 6"TOP WIDTH, 12"TALL
MATERIAL) DrapebattEemateriaiaverwirrs and and FAe+dsgauege wire to basin sideorimulIT-poutoarschar CONTROL NETTING SIDE SLOPES 2:1
secure with piastk ties at pasts ar1on wire every 12' 6aftle to side of basin and setae to vertical post -00
CONCRETE BASE TM.yl
�I PLAN VIEW
NOTES NOTES (CONT'D) Tension
WAre Strand
_". '
Ter�ianH7reStrand 31MIN" VariadeDeoth
shall Beset rvd TDD DA Q 10
1. BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR 3. LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS.AVOID PLACING IT Tatfron Baffle MMertal atedai SupportRic Secure isattana of baffle to LENGTH HIGH LOW ELEVATION SLOPE INITIAL MANNING VELOCITY
gnxrad w7th
EROSION BLANKET,COIR MESH,OR TREE PROTECTION FENCE FOLDED OVER THROUGH FILL MATERIAL WHEREVER POSSIBLE. 12'staplesattYmaxlmumspacing, NUMBER (AC) (CFS) (FT) (FT) (FT) DIFF. (FT)- (%) LINING n (FPS) COMMENT
TO REDUCE PORE SIZE. htatetial _ _ _
4. ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN. 13afReMatenal TDD 1 2.78 6.0 373 38.50 37.00 1.50 0.40 BARE EARTH 0.020 0.73 NO LINING
2. THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND DISCHARGE RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION. �"•'
SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
TDD 2 3.86 8.4 389 38.00 37.00 1.00 0.26 BARE EARTH 0.020 1.01 NO LINING
*If inetemporarnentbasinwill n gauge TDD 3 4.82 10.5 997 39.00 3
co 7.50 1.50 0.15 BARE EARTH 0.020 0.96 NO LINING
converted to a permanent stormwater basin Landscaping Slat e
SKIMMER BASIN CALCULATION TABLE of greater depth, depth dwl ng use as a e bane height should be
ba sed on the pool TDD 4 6.27 13.6 1495 38.50 37.00 1.50 0.10 BARE EARTH 0.020 1.65 NO LINING
pool d ,
temporary setiirnentsin.
Provided Vol I t.
Skimmer Drainage Rational C I10 Q10 Required SA Provided Required Vol Storage Storage Vol Weir TDD 5 3.40 7.4 993 36.91 36.00 0.91 0.09 BARE EARTH 0.020 0.61 NO LINING� , ,
No. Area Runoff Coeff. Intensity Peak Flow (435 x Q10) SA (1800cf/ac x DA) Depth Drained Width Note:Install three(3)coir fiber baffles in basins ~�,Sitoolpnsr TDD 6 4.72 10.2 973 37.00 36.00 1.00 0.10 BARE EARTH 0.020 0.48 NO LINING
at drainage outlets with a spacing of 114 the 2'-G Deyath
ac in/hr cfs sf sf cf of ft cf ft basin lengtKTwo(7)coirfaberbafflescanbe TDD 7 4.71 10.2 1894 37.50 36.00 1.50 0.08 BARE EARTH 0020. 0.48 NO LINING
nstaiied rn the bans peas than 20 tt.in le ngth ��Malerid�'�be Secured to the bottomTSB-5 36.21 0.30 6.00 65.18 28,352 37,647 65,178 80,635 2.00 65,178 6.0 and sidesofbasn t�rg 12"landscape staples
with a sparing of 03 the basin length. Cj VD-1 27.70 41.6 2325 37.00 35.83 1.17 0.05 BARE EARTH 0.020 3.46 LINING REQ
TSB-66.04 0.30 6.00 10.87 4,729 6,353 10,872 19,065 ZSO 10,872 6.0
TSB-7 6.31 0.30 6.00 11.36 4,941 6,353 11,358 19,065 2.50 11,358 6.0
TSB-8 10.82 0.30 1 6.00 1 19.48 8,472 10,337 1 19,476 1 29,853 2-30 19,476 6.0
TDD SECONDARY MANNING VELOCITY DEPTH MIN.DEPTH CHECK DAM NUMBER NUMBER
oUnET NUMBER LINING n (FPS) COMMENT in in SPACING (FT) REQUIRED PROVIDED
FAIRCLOTH SKIMMER SIZE CALCULATION PARAMETERS TDD 1 EXCELSIOR 0.035 0.73 EXCELSIOR OK 18.0 18 200 2 2
Skimmer Dewatering Skimmer Skimmer Orifice Orifice Barrel Barrel Skimmer Basin Orifice Temp.Emergency TDD 2 EXCELSIOR 0.035 1.01 EXCELSIOR OK 18.0 18 200 2 2
No. Time Outflow Size Diameter Radius Outflow Pipe Bottom Elevation Elevation Spillway Elev Length:Width(>2:1) TDD 3 EXCELSIOR 0.035 0.96 EXCELSIOR OK 21.0 18 200 5 5
(days) cf/day in in in gpm in ft ft ft TDD 4 EXCELSIOR 0.035 1.65 EXCELSIOR OK 18.0 18 200 7 7
TSB-5 3 21,726 5.0 4.0 2.0 112.9 5.0 35.0 36.0 38.0 TRUE
TSB-6 3 3,624 2.5 1.9 0.9 18.8 4.0 36.0 36.5 38.5 TRUE TDD 5 EXCELSIOR 0.035 0.61 EXCELSIOR OK 36.0 18 200 5 5
TSB-7 3 3,786 2.5 1.9 0.9 19.7 4.0 1 36.0 36.5 38.5 TRUE TDD 6 EXCELSIOR 0.035 0.48 EXCELSIOR OK 30.0 18 200 5 5
TSB-8 3 6,492 1 3.0 1 2.4 1 1.2 33.7 4.0 1 35.0 35.5 38.0 TRUE TDD - EXCELSIOR 0.035 0.48 EXCELSIOR OK 30.0 18 200 9 9
CWD-1 EXCELSIOR 0.035 3.46 EXCELSIOR OK 36.0 1 18 1 200 12 1 12
4 SKIMMER SEDIMENT BASIN
SCALE: NTS TEMPORARY DIVERSION DTICH SCALE: NTS
SEAL SEAL
"" ♦ SIDBURY STATION - PHASE 2
DATE: 4/15/2022 M&C FILE NUMBER
`�� � 04/ ,� __ _„ SCALE
•A
` ••• /••• � MCE PROJ.# 4245-0023 CE-502
HORIZONTAL:
•: - vNF1QM&CREED
� ' DRAWN GHS DRAWING NUMBER
NEW HANOVER COUNTY NORTH CAROLINA N/A
o " DESIGNED GHS
SAL = 243 North Front Street N "
= ;S ' O
025503 : _ VERTICAL:
CHECKED RAM
Wilmington, North Carolina 28401 �►
•••.;�ti(sIN6�..•'• Phone: [phone], Fax: (
�w`: PROJ.MGR. RAM
910)251-8282 N/A
D License:F-1222'�ygR "A"•� � EROSION CONTROL DETAILS
��
STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV.NO. DESCRIPTIONS DATE ''1„1 t t l t t",``
t
REVISIONS Q Q www.mckimcreed.com FOR CONSTRUCTION

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASMUT
THE NCGOI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction
2. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the Ir-1
aon-aon-a0I-aon-aon-poi-aol :lS -ao1 Oo1 sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The •»�
�dS dS dS dS dS S project. k[
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids,store in separate containers and properly dispose as
delegated authority having jurisdiction.All details and specifications shown on this sheet
INLET PROTECTION I I may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible).
0 S. Remove leaking vehicles and construction equipment from service until the problem ■
AS APPLICABLE bf$ I! o,,. • .rd. •, .,
( ) I � SECTION E:GROUND STABILIZATION has been corrected. _� ����
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ELM .
to a recycling or disposal center that handles these materials. �• •[y,� �
'- Stabilize within this
$ many calendar retnv 011 vrs IT srrlcnue AWVr M vt IT stauctuar
� Site Area Description Timeframe variations --4r,�- �n tr>�
SILT FENCE rI I days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
I
LOCATED ON LOT LINE land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
oo (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
(SHOWN OFFSET FOR CLARITY g swales,ditches,and 7 None
SHEET FLOW receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet awe from storm drain inlets and surface
AWAY FROM HOME Y 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
5 (b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
CONSTRUCTION AREA 7 None g pp y.
$ (HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
I (TYPICAL) from upland areas and does not drain directly to a storm drain,stream or wetland.
(c) Slopes steeper than If slopes are 10'or less in length and are addition place the mixer and associated materials on impervious barrier and within
Ili 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
r provide secondary containment. Repair or replace damaged waste containers.
o allowed 4. Install temporary concrete washouts per local requirements,where applicable. If an
NOTES: " ', $ -7 days for slopes greater than W in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact our approval authority for
� -�,�- " Y p J?, P Y pP Y
1. SEE EROSION CONTROL DETAILS FOR I "` " ' L ;,' length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
SPECIFIC INSTALLATION REQUIREMENTS. r =" �>�� -7 days for perimeter dikes,swaies, containers overflow. types of temporary concrete washouts provided on this detail.
o o f, .- r $ (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
2. INDIVIDUAL PROPERTY OWNERS SHALL I �r n �f -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters, Liquid waste must
t 1 Y W .H O 1 V 1 E U R be pumped out and removed from project.
FOLLOW THESE PLAN DURING LOT o � _ I -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE
ditches,perimeter slopes and HQW Zones 1. Do not dump 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
CONSTRUCTION OR PROVIDE AN s" g (e) Areas with slopes p p p paint and other liquid waste into storm drains,streams and
wetlands. can be shown that no other alternatives are reasonably available. At a minimum,
RUCTION flatter than 4:1 14 the days for Falls Lake Watershed unless 2. Locate paint washouts at least iv feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
INDIVIDUAL PLAN TO NEW HANOVER I '" I 2'MIN.TOP JAREA there is zero slope waters unless no other alternatives are reasonably available.
v x �-I spills or overflow.
COUNTY ENGINEERING DEPARTMENT. GA Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area.
$ 10% 7. Locate washouts in an easily accessible area,an level ground and install a stone
SILT FENCE ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required b the
- SETTLEMENT Y
r \ TEMP. practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
3. EROSION CONTROL SHALL BE INSTALLED I EN .
EARTH activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites
BY LOT OWNER PRIOR TO CONSTRUCTION o $ surface stable against accelerated erosion until ermanent round stabilization is achieved. 8. limits at[east one sign directing concrete trucks to the washout within the project
BERM limits. Post signage on the washout itself to identify this location.
AND MAINTAINED UNTIL FINAL J PORTABLE TOILETS 9. Remove approximately a GROUND STABILIZATION SPECIFICATION leavings from the washout when at roximatel 75/o a capacityto limit
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tar
STABILIZATION HAS OCCURRED, I PROPERTY LINE/ 2'ABOVE Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. if 50 foot p p,sand bags or other temporary structural
o SHEET FLOW techniques in the table below: offset is not attainable, Y components when no longer functional. When utilizing alternative or proprietary
4. IF MULTIPLE ADJACENT LOTS ARE BEING $ LIMITS OF DISTURBANCE t provide relocation of portable toilet behind silt fence or place
AWAY FROM HOME � • • • . • • . . . . . . . . . products,follow manufacturer's instructions.
f rem ra Stabilization Permanent stabilization on a gravel pad and surround with sand bags.
CONSTRUCTED AT THE SAME TIME, THE / " " " ',",',",','.",",'.'.".'.".'.",'.".",'," "_",", , T.O.B. 10. At the completion of the concrete work,remove remaining leavings and disposeof
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during
CONSTRUCTION AREA P Yg g g g p g periods of high winds or in high in an a
LOD AND SF CAN BE EXTENDED AROUND EXISTING approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
r other mulches and tackiflers other mulches and tackifiers foot traffic areas.
THE BLOCK OF HOMES IN A CONTINUOUS (TYPICAL) _ __ _ _ _ _ JZTGti_ caused by removal of washout.
0 0 •H droseedin •Geotextiie fabrics such as permanent soil
o ! y g p 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
.Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
MANNER. I I TEMP. LOT without temporary grass seed +Hydroseeding with properly operating unit.
ApprCONSTRUCTION \ \\��\�I%����%%ti%%\j%\��/\\%\/\���\ \��\�l/\/ \��1\��%%\�P1�f�/.<�f ,' % ����' •PastocPriately heetngpPliedstraworothermulch 'with Shrubs
mulch other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
+Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT
1. Store and apply herbicides,pesticides and rodenticides in accordance with label
restrictions.
I ENTRANCE sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
r +structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps case
o $ retaining walls and surface waters unless it can be shown no other alternatives are reasonably
of
PAINT WASHDOWN I14 1•Rolled erosion control products with grass seed available. accidental poisoning.
AREA ON EACH LOT NOTES: 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
r I POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
1. BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS p'
0 0 or surface water. if a spill occurs,clean area immediately.
$ 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible.
OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT construction,selectingfrom the NC Listo A roved PAMS Flocculants. 4. Do not stockpile these materials onsite.
f PP / 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
OR ABOVE DESIGN GRADE AT ALL POINTS. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
2. LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING. 3. Apply flocculants at the concentrations specified in the NCDWR List o}Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated
$ 3. CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM. PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
SILT FENCE 4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
ALONG BACK r �)II RIGHT-OF-WAY offsite. 2. Place hazardous waste containers under cover or in secondary containment.
OF CURB o $ 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover NORTH CARO Li PEA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
Io ' or surrounded by secondary containment structures. l -r Environmental Quality
NCGO1 GROUND STABILIZATION
- - � - - - ON AND MATERIALS HANDLING EFFECTIVE: 04/01I19
r SF SF SF
ROADWAY 4 DITCH PLUG SCALE: NTS 2 NCG01 GROUND STABLIZATION AND MATERIALS HANDLING SCALE: NTS
5 TYPICAL SINGLE FAMILY LOT EROSION CONTROL SCALE: NTS
PART III PART III PART Ill
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B-RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that must be reported
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business dayThe approved E&SC plan as well as any approved deviation shall be kept on the site. The
) p y' p y y on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
greater
which is safe to perform the inspection.than 1.0 inch occurs outside of normal
addition,whenal business hours,
storm event,the self-inspection
equaltion shall
orl be The following items pertaining to the E&SC plan shall be documented in the manner
described: (b) Oil spills if:
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
Item to Document i Documentation Requirements
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
l arid Each E&SC does not sig
nificantly fcantly deviate from lthe • They cause sheen on surface waters(regardless of volume),or
rrequency ^--- initial and date each E&SC Measure on a copy
inspect (during normal inspection reeordsmust Include; ' of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
business hours
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available,record the cumulative rain measurement for those un- initial installation ofthe E&SC Measuresor if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days(and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S.143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation.
"zero.- The permittee may use another rain-monitoring device
approved by the Division. (b) A phase ofgrading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
(2)E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date aid sign an inspection
Measures 7 calendar days 2. Dace and time of the inspection,
report to indicate completion of the
and%s of a rain
3. Name io the person r the performing the were oiler construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours aF a rain 4. indication of whether the measures were operating _ - p p Y g
event>1.0 inch in I property, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours 1 5. Description of maintenance needs for the measure, In accordance with the approved E&SC Plan or complete,date and sign an inspection
6. Description,evidence,and date of corrective actions takert plan. report to indicate compliance with approved
#57 STONE CHECK DAM 2' MIN (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Report�tg Timeframes and Other Requirements
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications.
6"TOP WIDTH, 12"TALL outfak(coos) and within 24 3, Name ofthe person performingthe Inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact
SIDE SLOPES 2:1 COMPACTED (d) The maintenance and repair 1 complete,date and sign an inspection report.
tours of a rain 4. Evidence of indicators of stormwater pollution such as on the appropriate Division regional office within the timeframes and in accordance with the
requirements for all E&SC Measures i
events 10 inch in sheen,floating or suspended solids or discoloration, i other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, have been performed. Y
reported to the Division's Emergency Response personnel at(800)662-7956,(800)
0 4 6. Description,evidence,and date of corrective anions taken. (e) Corrective actions have been taken ! Initial and date a copy of the approved E&SC 858-p368 or(919)733-3300.
POSITIVE GRADE 1.0/a MAX. ( )Perimeter of At least once per tfvuible sedimentation is found outside site,limts,then arecord
UPSLOPE TOE SEDIMENT LADEN to E&SC Measures. Plan orcomplete,date and sign aninspection
_ site 7calendar days of the following shall be made:
rr report to indicate the completion of the
GRADE WATER FLOW and within 24 L Actions taken to clean up or stabilize the sediment that has teF[
113' hours of a rain the site limits, correctivei�' Occurrence Reporting Timeframes(After Discovery)and Other Requirements
3:1 I-I I=!I event a 1.0 inch in 2. Description,evidence,and date of corrective actions taken,and a Visible +
i- 1- 24 hours 3. An explanation as to the actions taken to control future O le sediment- Within 24 hours,an oral or electronic❑otification.
releases deposition in a + Within 7 calendar days,a report that contains a description of the
SIDE SLOPES � � 2.Additional Documentation
/ (5)Streams or At least once per Mthe stream or wetland has increased visible sedimentation or a stream or wetland sediment and actions taken to address the cause of the deposition.
3' In addition to the E&SC Plan documents above,the following items shall be kept on the
wetlands onsite 7 calendar days stream has visible Increased turbidity from the construction Division staff may waive the requirement for a written report on a
v \ \ \ •,� \ .� \ \ \ WIDTH or offsite and within 24 activity,then a record of the following shall be made: site case-by-case basis.
(where hours of rain L Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the
• If the stream is named on the Nq 303 d list as impaired for sediment-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this
\ V A \ \ \ V A V V P P P q related causes,the permittee may be required to perform additional
\ \• \ \ \ \ \ \ 3:1 SLOPES 24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit\ \ \ \ \ \ requirement not practical: monitoring,inspections or apply more stringent practices if staff\ \ \ \ \ \ .,� \ \• \ \ \ of this permit. g P PRY g
\ \ \ \ \ \ \ \ \ \ (6 Ground After each.phase 1. The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance
stab,k.:ior of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after R is received. ._ with the federal or state impaired-waters conditions.
CROSSSECTION measure drainage facilities,completion of all land-disturbing (b)Oil spi05 and • Within 24 hours,an oral or electronic notification.The notification
#57 STONE CHECK DAM activity,construction or redevelopment,permanent p g p days. permittee shall record release of shall include information about the date,time,nature,volume and
-STABILIZE DIVERSION DITCH WITH (b) Records of inspections made during the previous 30 da The
ground cover).
FILL SLOPE fi"TOP WIDTH,12"TALL the required observations on the Inspection Record Form resided by the Division or hazardous location of the split or release.
TEMPORARY SEEDING AND EROSION 2. Documentation thatthcrequircdgroundstabilization p p
CONTROL NETTING SIDE SLOPES 2:1 measures have been provided within the required a similar inspection form that includes all the required elements.Use of substances per item
timeframe or an assurance that they wilt be provided as electronically-available records in lieu of the required paper copies will be allowed if 1(b)-(c)above
- _ - -soon as possible.------ _ -- _-- shown to provide equal access and utility as the hard-copy records. (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
PLAN VIEW bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. 122.41(m)(3)) effect of the bypass.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available (d)Unanticipated • within 2a hours,an aril or electronic includes
anotification.
bypasses[4tT CFR • Within 7 calendar days a report that includes an evaluation of the
upon request. [40 CFR 122.41] 122.41(m)(3A quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
with the conditions • Within 7 calendar days,a report that contains a description of the
of this permit that noncompliance,and its causes;the period of noncompliance,
may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
enviroriment[40 continue,,and steps taken or planned to reduce,eliminate,and
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance,[40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case-b ase basis.
t- NORTH CAROLINA
i Environmental Quality
NCG01 SELF-INSPECTION, REC0RDKEEPING AND REPORTING EFFECTIVE: 04/01/19
3 PERMANENT DIVERSION DITCH SCALE: NTS NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING
SCALE: NTS
SEAL SEAL
S I D B U RY STATION - PHASE 2 DATE: 4/15/2022 M8C FILE NUMBER
���yttt IIAIr irrrrr � � SCALE
�����'�, v � MCE PROJ.# 4245-0023
` ••• ••+ CE-503
/ NFKM&O�EED DRAWN GHS HORIZONTAL: DRAWING NUMBER
��� NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS N/A
S AL - �S�� � 61
025503 _ 243 North Front Street = = CHECKED RAM VERTICAL:
qL Wilmington, North Carolina 28401 • N/A
�i •'•a�GIN�� �•��":� Phone: [phone], Fax: [phone] PROJ.MGR. RAM
D+A.•+� ` License:F-1222 ;LL w ` EROSION CONTROL DETAILS STATUS: _ REVISION
rffllltltt :.�.� w FINAL DESIGN NOT RELEASED
REV.NO. DESCRIPTIONS DATE A A
REVISIONS www.mckimcreed.com FOR CONSTRUCTION

�- PREVAILING
/ WINDS GENERAL NOTES:
STAKE A. TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B. SCARIFY BOTTOM AND SIDES OF PLANT PIT.
480'-0" TRUNK C. STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
12 - RHY WHI LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
\ D. DO NOT WRAP TREE TRUNK.
4 - LOB SIP STORM WATER POND E. MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
+ + +++ + ++ + + + + ++ + + + + + + + + + + ++ + + + NORTH.
+ ++ + + + +++++ + + ++ + + ++ ++ ++ + + + +
+ + + +++ +++ + + + ++ ++ + ++ + + + + + +++ + +
+ ++++++ + + ++ + + + +++ ++++++ - 0 F. BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
+ ++ ++ + ++++++++++++++++++++++++++++++++++++++++++++++ 0 2 % �E+ + + + + + ++ + + +++ + + + + + +++ + +++ + + + + AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9 LAYERS,
+++++++++ _ _ _ _ _ _ _ _ _ _ _ ++++++++ +++ + ++ + ++++ + + + + +
++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++ HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
PERMANENT POOL ELEVATION + ++ + + ++ +++ + + + + + ++ + + + + + + +
STAKING
+++++++++++++++++++++++++4..4- -++++++++++++++++++++++++++++++++++++++++++++++ P LA N
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ o
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cl)
wLUZ
POND UP SLOPE w Q.
_,MAINTENANCE_BENCH 'ARBORTIE" HEAVY DUTY —
11 - EUP FIS 34 - LOB SIP 2 - RHY WHI TREE GUY STRAPPING. TREE AS SPECIFIED PER
TYPICAL CYN-DAC COLOR TO BE GREEN, 900LB LANDSCAPE PLAN(S)
PLANTING PLAN
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW LOOP STRAPPING JUST
SLIGHT MOVEMENT IN TREE ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
TYPICAL PLANTING SCHEDULE PER 40' LF PULL BACK TOP Y4 OF MANUFACTURER'S
SUBMERSIBLE CODE BOTANICA_ NAME COMMON NAME SIZE HEIGHT SPACING BURLAP. TWINE TIES AND RECOMMENDATION FOR
QTY WIRE BASKET, LEAVE TYING METHOD
REMAINDER AROUND ROOT FLARE TO BE SET
EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8 ROOT BALL 2"ABOVE EXISTING
MULCH AS SPECIFIED, GRADE
KEEP 6" AWAY FROM
NATIVE SOIL, TILL SOIL
TREE TRUNK
+ + + + + TO A 6" MIN. DEPTH
+ ++ ++ LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38
RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
FINISH GRADE 7 �A/AA,�
\/
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY
4' DEEP SHOVEL
DUG "V"TRENCH, j" -
I 2 X 2 X 30 UNTREATED
SEE LANDSCAPE f
'i' `I CDLUMBER STAKES (TYP.), (3)
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS/ 1000 SF SEE PLAN PLAN FOR 2 TO 3 TIMES THE TOTAL EQUALLY SPACED
LOCATIONS ROOT BALL DIAMETER A AROUND TREE, INSTALL
NATIVE SUBGRADE OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
BALLED AND BURLAP SECTION MIXTURE
ROOT BALL
TOPSOIL
COMPACTED NATIVE
SOIL PEDESTAL
4 VEGETATIVE SHELF PLANTING DETIAL SCALE: NTS 2 TYPICAL TREE PLANTING SCALE: NTS
A. ALL EXISTING VEGETATION THAT IS USED TO MEET H. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND S. MULCH LINE TO BE CONSTRUCTED OF SMOOTH CONTINUOUS
LANDSCAPING REQUIREMENTS. ALL REQUIRED PLANTED REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT CURVES. CLEAR OUT FIRST 5' FROM DEBRIS AND UNDERBRUSH
LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED AT AREAS OF EXISTING VEGETATION TO REMAIN.
MAINTAINED BY THE OWNER OF THE PROPERTY ON A BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS
CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP T. ALL TREES NOT WITHIN A PLANT BED TO BE TREATED WITH A 6'
DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE
OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH FILLING. INDICATED ON THE PLANTING PLANS.
CONDITION. IF, IN THE OPINION OF THE ZONING
ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH I. ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED U. ALL TREES TO HAVE A MINIMUM 2" CALIPER AT THE TIME OF
WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE WITH SMOOTH. CONTINUOUS CURVES. PLANTING, UNLESS OTHERWISE INDICATED IN THE PLANTING
VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL SPECIFICATION. CALIPER TO BE MEASURED 48"ABOVE THE
REPLANTING)THIS REQUIREMENT MAY BE ADMINISTRATIVELY J. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND ROOT BALL,
WAIVED UNTIL ATIME CERTAIN WHEN THE REPLANTING WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. PLANT SCHEDULE
WOULD BE SUCCESSFUL. V. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM TREES BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT QTY REMARKS
K. TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF SEWERAIVATER CONNECTIONS OR AS OTHERWISE DICTATED
B. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES PLANTING, THE LANDSCAPE CONTRACTOR SHALL BE BY LOCAL REGULATIONS, CONTRACTOR SHALL BE LIABLE FOR m QUERCUS PHELLOS WILLOW OAK. B & B 2" CAL. 12'-14' HT. 89 SINGLE DOMINANT LEADER,
AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT LIST RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. UNIFORM CANOPY& MATCHED
SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE AND STAKES AFTER THE FIRST FULL GROWING SEASON OR
CONTRACTOR. THE LANDSCAPE ARCHITECT SHA,__ BE ONE YEAR. WHICH EVER COMES FIRST. W. SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY
NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. o QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 2" CAL. 12'-14' HT. 132 SINGLE DOMINANT LEADER,
OR INSTALLATION. L. CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UNIFORM CANOPY & MATCHED
UTILITIES PRIOR TO PLANTING. X. AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE
C. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO
CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF M. ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO ADDITIONAL COST TO THE OWNER. ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM B & B 2" CAL. 12'-14' HT. 66 SINGLE DOMINANT LEADER,
PLANT LIST AND TO THE AMERICAN ASSOCIATION OF GENERAL CONTRACTOR PRIOR TO BACKFILLING. UNIFORM CANOPY& MATCHED
NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" Y. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A P;1ANNER
AND "HORTICULTURAL STANDARDS"AS TO SPECIES, AGE, SIZE, N. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, GROUND COVERS BOTANICAL NAME C01,4P.10N NAVE SIZE SPACING QTY
AND PLANTING RECOMMENDATIONS. GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL
VEGETATIVE SHELF PLANTING _ SEE VEGETATIVE SHELF PLANTING
MULCHED AS SPECIFIED. RESTRICTIONS. - 34,841 SF
TAILS
D. LANDSCAPE MATERIAL PLACED IN PREPARED HC_ES SHALL BE DE
PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING O. ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL Z. CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS
DAY. CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES FREE OF FIRE ANTS PRIOR TO INSTALLATION.
STANDARD SPECIFICATIONS AND DETAILS.
E. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED
IMMEDIATELY FOLLOWING INSTALLATION. P. ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND
MULCHED OR PAVED SHALL BE SEEDED OR SODDED.
F. ALL PREPARED GROUND COVER AND ANNUAL BED
INSTALLATIONS SHALL BE PROPERLY SOAKED AND MULCHED Q. FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO
PRIOR TO THE END OF THE DAY. REMOVAL OF DEAD & DAMAGED WOOD.
G. LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT R. TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED
STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, AND APPROVED PRIOR TO CLEARING, GRADING AND
HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED
METHODS. PERMITS, NO CONSTRUCTION WORKERS, TOOLS, MATERIALS
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING,
3 GENERAL LANDSCAPE NOTES SCALE: NTS 1 PLANT SCHEDULE SCALE: NTS
ScAL SEAL
71
`\`\\III IIII , .
\�� ` /� �� ��i� V = S I D B U RY STATION I O N - PHASE 2 DATE: 4/15/2022 M&C FILE NUMBER
.• S / SCALE
MICE PROJ.# 4245-0023 CL-501
vNFM&CMED DRAWN GHS HORIZONTAL: DRAWING NUMBER
• S AL 9` = lBePasHO E NEW HANOVER COUNTY NORTH DESIGNED GHS
CAROLI NA 73
0255�3 _ 243 North Front Street CHECKED RAM VERTICAL:
s Wilmington, North Carolina 28401 i
�i /VGINE`��:.°���";' Phone: [phone], Fax: [phone] PROJ.MGR. RAM
cy S LANDSCAPE DETAILS
',,4Rp A. M ��` License:F-1222
REV.NO. DESCRIPTIONS DATE
STATUS: FINAL DESIGN - NOT RELEASED REVISION
p www.mckimcreed.com FOR CONSTRUCTION
REVISIONS 7

50' DRAINAGE 30' DRAINAGE
:j,,,,
1 . NT EASEME
° � EASEMENT
V
I I ,
I -
—TOP OF POND 407 GALVANIZED I'xA3/16" L�
TRASH RACK —
i TOP EL.= (D) B
350 I 406
RECTANGULAR WEIR INV. EL. (C)
341 -
r 351 405 F 6" PVC WITH TURNED DOWN BL
i
I I ELBOW - CAPPED - INV. EL. (B)
PRECAST CONCRETE NATURAL GRADE
w
j I 5:1 SLOPE I 404 BOX RIP RAP
340
I
2:1 SLOPE ------\
FILL WITH GROUT
a w �
___ __ ' I ❑ I / NOTE: MINIMUM H-2/3 LATER OF FILTER FABRIC
Q
PIPE DIAMETER
I O - --- - SECTION B-B
/ .
I u BOTTOM INV
i 353 403
_.......
339
{ _ OUTLET PIPE SIZE (E)
w RIP RAP APRON OUTLETS
❑
354 }I 402 NOT TO SCALE
d pa
1 o I - ; I ---- SECTION VIEW
OUTLET RIPRAP APRON
i I 355 401 NUMBER DIA(in) 0,(cfs) V(fps) ZONE D50(in) CLASS Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
-Y I 338 POND#5 24 9.75 3.10 1 10 Class A 6 9 8 6
I I FOREBAY BERM - G
I�6 I I 400
3
; I
6" WALL
THICKNESS d NOTES
I
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
' 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
1" 0 EXPANSION--,,,,,, ' THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
------ --=- - ANCHORS TYPICALAND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
I I 399 EACH SIDE 2"
357 I 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
_ THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
4 SPA. @ 8"=32" UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
398 2" (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
I 337
, CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
0 I
358
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
S POND f5 I I 397SW
359
5. AL
L SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
I
ANGLE IRON 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
336 I 396 4 I 4" X 4" X 5/8" X SHALL NOT BE ALLOWED.
360 ____- E �I 3' LONG TYPICAL 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
i I i j EACH SIDE PERMITTED.
I l 361
)
PLAN VIEW
a. 335 I
362 I µ. WET POND OUTLET STRUCTURE
NOT TO SCALE
1 \ WET POND OUTLET
/ STRUCTUF E
334
i 1 SCM 1
A 33.00'
B 36.00'
/ C. TOP OF POND EL 40.25'
�-
36.75' = -
50 FT
OUTLET STRUCTURE - E 24"
SEE DETAIL, THIS SHEET _
F 4, ss oo'
i G , RIP-RAP EMERGENCY SPILLWAY
j EMERGENCY SPILLWAY 5 12" THICK LAYER NCDOT CLASS B RIP-RAP
YER N
EL = 38.00' H 5' 57 STONE B DDING THIWRAPPED NTHCDOT N0.
NON-WOVEN FILTER FABRIC (SI GEOTEX 801
I5' OR APPROVED SUBSTITUTE)
5,
EMERGENCY SPILLWAY SECTION
DRAINAGE
i EASEMENT ,___ _ _ T — ,D Scale
3:1 SLOPE
NIP
- RIPRAP OUTLET
I - PROTECTION INEEIMw 4-W7
SEE DETAIL, THIS SHEET
NOTE
STORM ELEVATIONS TOP OF POND EL. � N POND NOTES
'
POND 5 DETAIL 40.25' 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
SEE PLAN/PROFILE SHEETS FOR
• STORM DRAINAGE INFORMATION. WET POND ROUTINE MAINTENANCE OR IN AN EMERGENCY.
OVERFLOW STRUCTURE
N 1.5'° DEPTH - 36.05' \3 1, (SEE DETAIL) 1 3 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
TEMPORARY POOL EL 37.00' PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
DESIGN STORM VEGETATED SHELF SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
6:1 SLOPE TYP.
50 LF OF 2 - 24" HP O 0.3%
-'- _ �/ WITH "0" RING GAS \�
1-YEAR = 36.74 0 5 -4-", — — 2 PERMAN)=NT POOL EL 36,OQ'. PERMANENT POOL E3 36,00' I — __- GASKET JOINTS (ASTM C361) 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
,
z 0.5 I �� ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
2-YEAR = 36.92' I FOREBAY BERM. L_. 5.50' F" 1 POND.
_ _ - F
—I i—( i 1 o FOREBAY 2 -
,
0 1 f—I I- 21 MAIN BAY o0 1� I I III- I ' NV 32.15 3 F NV 32.00' 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
10-YEAR = 37.35' 00 I I I_,.>>- SEDIMENT STORAGE EL. 29.00' r I I CUTOFF TRENCH ADEQUATE CLEARANCE AROUND RISER
SEDIMENT STORAGE EL 28.00 _
it =1�I . . .
, SEE PLAN FOR �� � Z �_ , _._ --� , I WITH 1:1 FOR PVC PIPE INVERT.
I _ SIDE SLOPES
25-YEAR= 37.56 LOCATION & o ? FOREBAY BOTTOM t° Ili--III—III { III- , 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE EL. 28.1 IN THE VICINITY
INVERT � EL 27.0 ' o � I I—I i I - POND BOTTOM EL. 28.00' � 3 FT 3 FT
• 50-YEAR = 37.75' I !—III—I ! I-1 I IT- -- ! -1 1 3 LENGTH OF PIPE RUN OF THE WET DETENTION POND
=----t I — 1.5' ALUMINUM
1 50' 0 50' 100, ANTI
100-YEAR- 38.01' FOREBAY AND STORAGE POND SECTION 6 FT B
SPACED
5 FT
5 COLLAR
BELOW
VEGETATED SHELF CUTOFF TRENCH (TYP.)
" = 50' NOT TO SCALE 6:1 SLOPE TYP.
SCALE 1
SEAL SEAL _ DATE: 4/15/2022
S I D B U RY STATION PHASE 2 M&C FILE NUMBER
�� SCALE
A ♦ MCE PROJ.# 4245-0023 CN-501
0�/ �'', v HORIZONTAL:
�•.• •• � N � DRAWN GHS DRAWING NUMBER
S /•• vN4CM&CREED
1"=30'
9 _ NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED GHS
S AL = VERTICAL: 74
i 025503 _ 243 North Front Street _ CHECKED RAM N/A
Wilmington, North Carolina 28401
PROJ.MGR. RAM
'����••.;.NGINE�;�•'°��"�� Phone: [phone], Fax: [phone]
M° License:F-1222 SCM 5 DETAILS A �� �► A � sTATus: FINAL DESIGN NOT RELEASED REVISION
REV.NO. DESCRIPTIONS - - 1 1 11 www.mckimcreed.com FOR CONSTRUCTION
REVISIONS VV/ww

I II
30' DRAINAGE
EASEMENT V E'
:
2:1 SLOPE / � I
407 v —
395 —
E GALVANIZED I'xJ'x3/16"
_I
I 394 3:1 SLOPE TRASH RACK
406 ; _ TOP EL.= (D) B
I B
405 — 393 I " L
I I FOREBAY 5" PVC WITH TURNED DOWN NATURAL GRADE
i
BERM ELBOW - CAPPED - INV. EL. (B) W
404 _ 392 PRECAST CONCRETE
M
I I BOX H �I RIP RAP
I
- I ' TOP OF POND
-------------
---
- 5:1 SLOPE FILL WITH GROUT
Q LLI I I LAYER OF FILTER FABRIC
PIPE
I NOTE: MINIMUM
DIAMETER
C» -
i
� ,.
Cl
,,\\ ;% !`' SECTION B-
B
� ® I I . _ �-';` - - � BOTTOM INV EL. A
LID
403 391 I
OUTLET PIPE SIZE (E) RIP RAP APRON OUTLIM
0 NOT TO SCALE
402 390
I
SECTION VIEW OUTLET RIPRAP APRON
389 NUMBER DIA(In) 0,WO V(fps) ZONE D50(in) CLASS Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
401 POND#6 24 6.63 2.11 1 10 Class A 1 6 1 9 S 6
G
I I 400 388
I
NOTES
6 WALL a a
I .
E _
THICKNESS—'-,,, 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
Z LLI
- - - r. 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
- Q THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
0 1" EXPANSION
AL
AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
0 399 ANCHORS TYPIC ° 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
387 EACH SIDE 2 ° THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
4 SPA. ® 8"=32" - (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
I I 398
CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
/ 386 4 2 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
'I 397 f 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
385 1 6. SHALL E PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
OUTLET STRUCTURE ANGLE IRON NOT BE ALLOWED.
°
396 SEE DETAIL, THIS SHEET
4„ X 4„ X /8„ X 7
384 5 NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
`.. __ I I ■ E ■ PERMITTED.
I � i 3' LONG TYPICAL
,
EACH SIDE
I
:
I , PLAN VIEW
EMERGENCY SPILLWAY--,, .
_ 50' DRAINAGE
EL = 38.25 EASEMENT 7.
ft7 POND OUTLET STRUCTURE
NOT TO SCALE
383 382 381 380 379 378 377 376 375 374
WET POND OUTLET
STRUCTURE
I
SCM 1
I A 34.11'
B 36.50' TOP OF POND EL. 39.75"
~— _ ROAD P 50 FT , o
0'
W D 37.25'
o 0
E 2
_ J F _ RIP-RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B RIP-RAP
+
1. DRAINAGE I
GJr
EASEMENT 57 STONE BEDDING WRAPPED WITH d50 = 8") W/ 4` THICK LAYER NCDOT NO.
_ H 5' NPRS1TU ) (SI GEOTEX sot
ORAPODSUBTTE
s 364 369 370 371 372 373 I 5'
363 365 366 367 368
f l ! 5 PvIERGENCY SPILLWAY SECTION
y RIPRAP OUTLET _
PROTECTION -_3cale
SEE DETAIL, THIS SHEET
I
I
NOTE 39.75' NTION POND NOTES
POND 6 DETAIL TOP OF P°"° EL. WET DETENTION STORM ELEVATIONS
SEE PLAN/PROFILE SHEETS FOR 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR
STORM DRAINAGE INFORMATION. WET POND
OVERFLOW STRUCTURE ROUTINE MAINTENANCE OR IN AN EMERGENCY.
N 1.5" DEPTH = 36.60' �1 (SEE DETAIL) 1 5 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
TEMPORARY POOL EL 37.75' PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
DESIGN STORM VEGETATED SHELF ' WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
6.1 S OPE TYP.
324 LF OF 2-24" HP O 0.3% SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
1-YEAR = 37.36' 0.5 PERMANENT POQ14 EL. 35,50' _-- NTH •°. RING GASKET JOINTS ( )ASTM C361 \` 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
F� � � . . . PERMAN)=NT�(,IOL EL 36,50'. . . . . . . . —— �
0.5 F I� ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
2-YEAR = 37.66' 2 FOREBAY BERM,EI .36.00' i
III �i , 1 F POND.
0 FOREBAY 2 2 0
-- 1 2 ' —-i ' NV 34.11
0 MAIN BAY LO 1 - ? 3 F NV 33.13'
10-YEAR = 38.08' r� 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
SEDIMENT STORAGE EL 28.50' ( � III. SEDIMENT STORAGE EL. 29.00' CUTOFF TRENCH ADEQUATE CLEARANCE AROUND RISER
SEE PLAN FOR 1 -- Vd1TH 1 1 FOR PVC PIPE INVERT.
25-YEAR = 38.21' LOCATION & f LL z 'n z I -� ' 1
. r ! `� 0 SIDE SLOPES
INVERT o FOREBAY BOTTOM POND BOTTOM EL 28.00' 3 FT 3 FTJ 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE EL. 37.80 IN THE VICINITY
50-YEAR= 38.53' EL 27.7 ' I =1 I-I -, I i 1 i-
=; i I '—' " „'— — 1 3 LENGTH OF PIPE RUN 1.5' ALUMINUM OF THE WET DETENTION POND
50, 0 50' 100, —1 i- 6 FT ANTI-SEEP COLLAR
man 100-YEAR = 38.50' FOREBAY AND STORAGE POND SECTION VEGETATED SHELF SPACED 5 FT BELOW
SCALE 1" - 50' NOT TO SCALE 6:1 SLOPE TYP. CUTOFF TRENCH (TYP.)
SEAL SEAL
1-4,
DATE: 4/15/2022 M&C FILE NUMBER
SIDBURY STATION - PHASE 2 SCALE
•A 04� /'/ 4 MICE PROD.# 4245-0023 -502
V &CREED HORIZONTAL:
' • °•° S °•• . � -..- DRAWN GHS 1"=30' DRAWING NUMBER
• SAL 9�•= = ��� 1j*R'*H0 N NEW HANOVER COUNTY, NORTH CAROLING DESIGNED GHS
025503 = 243 North Front Street 1M $ ►�r_ CHECKED RAM VERTICAL: 75
Wilmington, North Carolina 28401
PROD.MGR. RAM NIA
°•:hNGINE���•��": Phone: [phone], Fax: [phone] -
'��'�,ti�Rp •A• M�O` License:F-1222 a �� S C I V 1 V DETAIL S
lilt sTATus: FINAL DESIGN - NOT RELEASED REVISION
REV.NO. DESCRIPTIONS - -REVISIONS J 1 1 www.mckimcreed.com FOR CONSTRUCTION
��V�

_�
-
- -- B
k 1
ROAD ji
A.
t I
h'
oy ,... .; .., � —
L
a ,
— —
_- 3:1 SLOPE
2:1 SLOPE
TOP OF POND
- � -�
I 476 477 479 480
I i I 478 \ L
NATURAL GRADE W
3:1 SLOPE FOREBAY �\ H �I RIP RAP I�
BERM
w°I 2:1 SLOPE
1
\' NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
PIPE DIAMETER
Ar SECTION B—B
•I
RIP fl/'1P APRON OWLETS
LETS
NOT TO SCALE
OUTLET RIPRAP APRON
NUMBER DIA(in) Q(cfs) V(fps) ZONE D50(in) CLASS Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
' I "illfPOND#71 24 2.10 1 0.67 1 1 10 Class 1 6 9 g 6
ZZ
t
OUTLET STRUCTURE SEE DETAIL, THIS SHEET NOTES
50' DRAINAGE - EMERGENCY SPILLWAY 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
EASEMENT
EL= 39.00' 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
i ; 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
0 i RIPRAP OUTLET THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
PROTECTION
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
0 SEE DETAIL, THIS SHEET CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
I THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
460 459 458 ) 457 456 45.5 - 453 452 450 I 449 448 447 =46
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
GALVANIZED I'xJ'x3/16" G
TRASH RACK
TOP EL.= (D) 6" WALL ° a'THICKNESS WET POND OUTLET
STRUCTURE
6" PVC WITH TURNED DOWN 1" 0 EXPANSION
SCM 1
ELBOW - CAPPED - INV. EL. (B) ANCHORS TYPICAL <z A 36,34'
PRECAST CONCRETE EACH SIDE 2"
BOX B 37.10'
4 SPA. @ 8"=32" - C _
2 D 38.25'
FILL WITH GROUT '' E 24"
F - TOP of POND EL 40.50'
BOTTOM IN' = G , I 50 FT
. . . .....= 5,
... ........ '
10 ANGLE IRON I 5'
o 0 0 0 0
OUTLET PIPE SIZE (E) jam► 4" X 4" X 5/8" X J 5 sue°
3' LONG TYPICAL RIP—RAP EMERGENCY SPILLWAY
EACH SIDE 12" THICK LAYER NCDOT CLASS B RIP—RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.
SECTION VIEW57
ONE BEDDING WRAPPED WITH
NON—WOVEN FILTER FABRIC (SI GEOTEX 801
PLAN VIEW
OR APPROVED SUBSTITUTE)
WET POND OUTLET STRUCTURE EMERGENCY SPILLWAY SECTION
NOT TO SCALE to Scale
NOTE
STORM ELEVATIONS
TOP OF POND EL, DETENTION POND NOTES
SEE PLAN/PROFILE SHEETS FOR LPOND 7 DETAI 40.50' /1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND FOREBAY FOR STORM DRAINAGE INFORMATION. WET POND OVERFLOW STRUCTURE ROUTINE MAINTENANCE OR IN AN EMERGENCY.
N 1.5" DEPTH = 37.10' �1 (SEE DETAIL) 1 3 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
TEMPORARY POOL EL 38.25°DESIGN VEGETATED SHELF '
PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
6:1 S OPE TYP. 55 LF OF 24" HP O 0.305 SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
1-YEAR= 37.54'
0.5 . . . PER MANE .NT POOL EL 37,10' PERMANENT P00L �L. 37,10' __— / NTH "0" RING GASKET JOINTS (AS \�
0•5 y - TM C361) 3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
2-YEAR = 37.75' 2 1 L . . . FOREBAY BERM•EL..36.60' . . . ® j I I I 1 F \ PABOVE OND. THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
o FOREBAY 2 I 2 2 ; NV 36.34'
1 �� 1 MAIN BAY 1� f
10-YEAR = 38.25 r; I -�� 3 F NV 36.1 T 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
SEDIMENT STORAGE EL 30.00' t —ii \ SEDIMENT STORAGE EL. 28.00' CUTOFF TRENCH ADEQUATE CLEARANCE AROUND RISER
25-YEAR= 38.43' SEE PLAN FOR z \I— \ \-E \ �- WITH 1:1 FOR PVC PIPE INVERT.
LOCATION & I In SIDE SLOPES
INVERT _ EL. 29.0 FOREBAY BOTTOM o � --II i 1 I POND BOTTOM EL 27.00' 0 3 FT 3 FT 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE � EL. 28.1 IN THE VICINITY
IIII
50-YEAR = 38.53' I I III! I I I I I \ I I I I I ;__' ;.! )-- 1 3 LENGTH OF PIPE RUN 1.5' ALUMINUM OF THE WET DETENTION POND
50' 0 50' 100' '—I
ANTI-SEEP COLLAR
100-YEAR = 38.69' FOREBAY AND STORAGE POND SECTION 6 FT ------r VEGETATED SHELF SPACED 5 FT BELOW
CUTOFF TRENCH (TYP.)
SCALE 1" = 50' NOT TO SCALE 6:1 SLOPE TYP.
IN
SEAL _ S I D B U RY STATION PHASE 44 DATE: 4/15/2022 SCALE M&C FILE NUMBER
0
CN-503
�\ S �..�:• � % v MCE PROJ.# 4245-0023
V�NFICM&CMED HORIZONTAL:°• ^�/' � 1 DRAWN GHS DRAWING NUMBER
S AL = �� - NEW HANOVER COUNTY NORTH CAR®LIN DESIGNED GHS 1"=30'
025503 = 243 North Front Street ►�� ' VERTICAL. 76
CHECKED RAM
^;•.�,� ��•,r Wilmington, North Carolina 28401 • N/A
° GiNE °.• Q� Phone: [phone], Fax: [phone] PROJ.MGR. RAM
•eeaeee•°° �� fl///��Rp A. M, License:F-1222 SCM 7 DETAILS
STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV.NO. DESCRIPTIONS - www.mcklmcreed.Com
REVISIONS q FOR CONSTRUCTION

J
-I
_ .. .... 471
\ 467 f —
r _..... 3:1 SLOPE
LT
4.
s 2:1 SLOPE
i
.r L
NATURAL GRADE
265 W
\ / �I RIP RAP 7 I
H /
`,. `l, .._t-. #_ TOP OF POND_
- 3:1 SLOPE
\ F. 466
266
\,. I NOTE MINIMUM H=2/3 LATER OF FILTER FABRIC
PIPE DIAMETER
SECTION B-B
- FOREBAY ��
BERM RIP RAP APRON QUILErS
- s 267 NOT TO SCALE
4I
. a
OUTLET RIPRAP APRON
\ 2:1 SLOPE , _ _ _ _ NUMBER DIA(in) Q(Cfs) V(fps) ZONE D50(in) CLASS Dmax(in) THICKNESS(in) LENGTH(ft) WIDTH(ft)
262 POND t18 24 1.3 0.41 1 10 Class A 6 9 8 6
o�p 464
i
\ fi OUTLET STRUCTURE NOTES
SEE DETAIL, THIS SHEET .
�E�1 \ ✓ \ 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF
s. THE PPIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1
- 3:1 SLOPE AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
EMERGENCY SPILLWAY I 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF
EL - 38.00' THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
ri,C3 - UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
268 - FLUSH NTH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A
CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF
50' DRAINAGE THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
r EASEMENT .. I 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
259 6 ER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
`- FILLO,�I
_ _ _ _ _ - --- -_ __ __..__._ _ .__- -_-_- _. - SHALL NOT BE ALLOWED.
PLACING OF EITHER
269
I RIPRAP OUTLET - 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PROTECTION PERMITTED.
SEE DETAIL, THIS SHEET
G
GALVANIZED I'xJ'x3/16"
TRASH RACK
TOP EL.= (D) 6" WALL a
THICKNESS d WET POND OUTLET
STRUCTURE
6" PVC WITH TURNED DOWN 0 EXPANSION SCM 1
ELBOW - CAPPED - INV. EL. (B) ANCHORS TYPICAL A 36.34'
PRECAST CONCRETE EACH SIDE 2" I B 37.10'
BOX 4 SPA. ® 8"=32" - C -
b.2 D 37.60'
-- E 24"
F — _ — TOP OF POND EL 40.50'
FILL WITH GROUT
,
BOTTOM IN`. =L.=A C 5
� � 50 FT �
- a I H 5' o 0
.. I a .
.. o
ANGLE IRON
,�-� 4" X 4" X 5/8" X 5' _ _ e.oa
OUTLET PIPE SIZE (E) 3' LONG TYPICAL J 5
_���— �I � RIP-RAP EMERGENCY SPILLWAY
12' THICK LAYER NCDOT CLASS B RIP-RAP
EACH SIDE (d50 = 8-) W/ 4- THICK LAYER NCDOT NO.
57 STONE BEDDING WRAPPED WITH
ON-WOVEN FILTER FABRIC SI GEOTEX 801
SECTION VIEW
PLAN VIEW OR APPROVED SUBSTITUTE)
WET POND OUTLET STRUCTURE EMERGENCY SPILLWAY SECTION
NOT TO SCALE : - Scale
NOTE
STORM ELEVATIONS TOP OF POND EL, DETENTION POND NOTES
SEE PLAN/PROFILE SHEETS FOR
POND 8 DETAIL 39.1 V 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND FOREBAY FOR
STORM DRAINAGE INFORMATION. WET POND
OVERFLOW STRUCTURE ROUTINE MAINTENANCE OR IN AN EMERGENCY.
N 1.5" DEPTH = 37.10' �1 (SEE DETAIL) 1 3 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR
THE VEGETATED SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
TEMPORARY POOL EL. 38.25' _ PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO PLANTS SHALL BE PLANTED
DESIGN STORM VEGETATED SHELF 10.0, WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
'
6:1 SLOPE 55 LF OF 24" HP O 0.3096 SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
_ TYP. �� �
1-YEAR = 37.16' v 5 �i. ANENT POOL EL 37,1Q'. . . . . . .PERMANENT E004 EL. 37,10' ___-- WITH 0 RING GASKET JOINTS (ASTM C361) �
3) SOD SLOPES ABOVE THE PERMANENT POOL, AROUND THE INSIDE OF THE FOREBAY,
5 F FOREBAY BERM.E� .3sso' 1- ABOVE THE VEGETATED SHELF AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE
2-YEAR = 37.20' 2 1 -I I- I I —i I 1 F POND.
o FOREBAY 2 —� j 2 MAIN BAY 2 1 _� I !- + NV 36.34'
1 1 1�- -i I I- 3 F NV 36.1 T 4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE
10-YEAR = 37.66 1` - I III— rn - � �-_-
SEDIMENT STORAGE EL. 3 .60' SEDIMENT STORAGE EL. 28.00' j- -9 CUTOFF TRENCH ADEQUATE CLEARANCE AROUND RISER
25-YEAR= 37.73' SEE PLAN
FOR -� �— I—� - ' I _ WITH 1:1 FOR PVC PIPE INVERT.
VERT EL 31.6 ' o I I III III—I I o SIDE SLOPES
FOREBAY B
N — I �I —� POND BOTTOM EL. 27.00' 3 FT 3 FT 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE EL. 28.1 IN THE VICINITY
50-YEAR = 38.80' z -i i �—III—III—� I I—I I- ! -,- A I +- --- . ;
0 orroM _
50' 0 50' 100' ' `— —' I '—I I 1 3 LENGTH OF PIPE RUN
1.5' ALUMINUM OF THE WET DETENTION POND
6 FT ANTI-SEEP COLLAR
100-YEAR = 37.94' FOREBAY AND STORAGE POND SECTION VEGETATED SHELF SPACED 5 FT BELOW
SCALE 1" - 50' NOT TO SCALE 6:1 SLOPE TYP. CUTOFF TRENCH (TYP.)
SF- SEAL M&C FILE NUMBER
1141
- S I D B U RY STATION PHASE 2 DATE: 4/15/2022 SCALE
0 41 CN-504�,� � MCE PROJ.# 4245-0023 HORIZONTAL:
v &CREED
°°°° S •° ° �=- DRAWN GHS DRAWING NUMBER
S AL 9` _ _� NEW HANOVER COUNTY, NORTH CAROLINA
�+ ' DESIGNED GHS
W5503 - 243 North Front Street ►-7 CHECKED RAM VERTICAL: 77
Wilmington, North Carolina 28401 ! N/A
NE��.� I ! PROJ.MGR. RAM
��, .° oQ-`- Phone:[phone], Fax: [phone]
y4RD A, M° License:F-1222 SCM 8 DETAIL
STATUS: FINAL DESIGN - NOT RELEASED REVISION
REV.NO. DESCRIPTIONS - 1 1 www.mckimcreed.com FOR CONSTRUCTION
REVISIONS